Nonlinear Structural Mechanics pp 155-209 | Cite as
The Elastic Cable: From Formulation to Computation
Abstract
This chapter addresses the derivation of the nonlinear problem of purely extensible elastic cables, treated as a one-dimensional continuum. The cable problem combines the striking simplicity of its nonlinear formulation with its eminently complex structural behavior. The cable problem is employed here as a powerful illustrative problem which allows the chief steps in a full nonlinear reduced formulation of the governing equations to be introduced, together with the leading computational steps in nonlinear structural analyses and further provides the motivation for studying nonlinear structural systems such as beams, arches, and rings within the more general context of three-dimensional theory. Cable applications feature the nonlinear formulation for tethered satellite systems employed in space applications and the study of the galloping instability of iced cables subject to steady winds.
Keywords
Cable String Stretch Tension Pure extension Hydrostatic pressure Catenary Elastic catenary Weak form of the equations of motion Geometric stiffness Linearization Frequency Mode shapes Suspension bridge Tethered Satellite System GallopingReferences
- 1.Abdel-Ghaffar AM (1980) Vertical vibration analysis of suspension bridges. ASCE J Struct Div 106:2053–2075Google Scholar
- 2.Abdel-Ghaffar AM (1982) Suspension bridge vibration: continuum formulation. J Eng Mech-ASCE 108:1215–1232Google Scholar
- 3.Abdel-Ghaffar AM, Rubin LI (1983) Nonlinear free vibrations of suspension bridges: theory. J Eng Mech-ASCE 109:313–345Google Scholar
- 4.Abdel-Ghaffar AM, Khalifa MA (1991) Importance of cable vibrations in dynamics of cable-stayed bridges. J Eng Mech-ASCE 117:2571–2589Google Scholar
- 5.Addessi D, Lacarbonara W, Paolone A (2005) On the linear normal modes of planar prestressed elastica arches. J Sound Vib 284:1075–1097Google Scholar
- 6.Addessi D, Lacarbonara W, Paolone A (2005) Free in-plane vibrations of highly pre-stressed curved beams. Acta Mech 180:133–156MATHGoogle Scholar
- 7.Addessi D, Lacarbonara W, Paolone A (2005) Linear vibrations of planar pre-stressed arches undergoing static bifurcations. In: Proceedings of the EURODYN 2005, Paris, Sept 4–7, 2005Google Scholar
- 8.Agar TJA (1989) The analysis of aerodynamic flutter of suspension bridges. Comput Struct 30:593–600Google Scholar
- 9.Agar TJA (1989) Aerodynamic flutter analysis of suspension bridges by a modal technique. Eng Struct 11:75–82Google Scholar
- 10.Akhtar I, Marzouk OA, Nayfeh AH (2009) A van der Pol-Duffing oscillator model of hydrodynamic forces on canonical structures. J Comput Nonlin Dyn 4:041006-1-9Google Scholar
- 11.Akhtar I, Nayfeh AH, Ribbens CJ (2009) On the stability and extension of reduced-order Galerkin models in incompressible flows: a numerical study of vortex shedding. Theor Comp Fluid Dyn 23:213–237MATHGoogle Scholar
- 12.Allan W (1874) Theory of arches. D. Van Nostrand, New YorkGoogle Scholar
- 13.Allgower EL, Georg K (1990) Numerical continuation methods: an introduction. Springer, BerlinMATHGoogle Scholar
- 14.Allgower EL, Georg K (1997) Numerical path following. In: Ciarlet PG, Lions JL (eds) Handbook of numerical analysis, vol 5. North-Holland, Delft, NL, pp 3–207Google Scholar
- 15.Ames WF (1002) Numerical methods for partial differential equations, 3rd edn. Academic, New YorkGoogle Scholar
- 16.Anderson TJ, Nayfeh AH, Balachandran B (1996) Experimental verification of the importance of the nonlinear curvature in the response of a cantilever beam. J Vib Acoust 118:21–27Google Scholar
- 17.Andrade LG, Awruch AM, Morsch IB (2007) Geometrically nonlinear analysis of laminate composite plates and shells using the eight-node hexahedral element with one-point integration. Compos Struct 79(4):571–580Google Scholar
- 18.Anselone PM, Moore RH (1966) An extension of the Newton Kantorovic method for solving nonlinear equations with an application to elasticity. J Math Anal Appl13:475–501Google Scholar
- 19.Antman SS, Warner WH (1967) Dynamical theory of hyperelastic rods. Arch Rat Mech Anal 23:135–162MathSciNetGoogle Scholar
- 20.Antman SS (1972) The theory of rods. In: Flügge S, Truesdell C (ed) Handbuch der Physik Via/2, pp 641–703Google Scholar
- 21.Antman SS (1990) Global properties of buckled states of plates that can suffer thickness changes. Arch Ration Mech Anal 110:103–117MathSciNetMATHGoogle Scholar
- 22.Antman SS (1998) The simple pendulum is not so simple. SIAM Rev 40:927–930MathSciNetMATHGoogle Scholar
- 23.Antman SS (2005) Problems of nonlinear elasticity. Springer, New YorkMATHGoogle Scholar
- 24.Antman SS, Lacarbonara W (2009) Forced radial motions of nonlinearly viscoelastic shells. J Elast 96:155–190MathSciNetMATHGoogle Scholar
- 25.Arbabei F, Li F (1991) Buckling of variable cross-section columns. Integral–equation approach. J Struct Engng 117:2426–2441Google Scholar
- 26.Arena A (2008) Modellazione non lineare ed analisi della risposta dinamica di ponti sospesi. MS Thesis (in Italian). Sapienza University of RomeGoogle Scholar
- 27.Arena A, Formica G, Lacarbonara W, Dankowicz H (2011) Nonlinear finite element-based path following of periodic solutions. Paper no. DETC2011-48681, 2011 ASME IDETC, Washington DC USA, August 28–31, 2011Google Scholar
- 28.Arvin H (2012) Nonlinear modal analysis of a rotating composite Timoshenko beam with internal resonance. PhD Dissertation, Amirkabir University (Iran) and Sapienza University of Rome (Italy)Google Scholar
- 29.Arena A, Lacarbonara W, Marzocca P (2011) Nonlinear aeroelastic formulation for flexible high-aspect ratio wings via geometrically exact approach. Paper No. AIAA-11-937605, 52nd AIAA/ASME/ASCE/AHS Structures, Structural Dynamics & Materials Conference, Denver, CO, April 4–7, 2011Google Scholar
- 30.Arena A, Lacarbonara W, Marzocca P (2011) Nonlinear dynamic stall flutter for flexible high-aspect ratio wings. ENOC 2011 7th European Nonlinear Dynamics Conference, Rome, July 24–29, 2011Google Scholar
- 31.Arena A, Lacarbonara W, Marzocca P (2012) Nonlinear post-flutter analysis for flexible high-aspect-ratio wings. 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference, Honolulu, USA, April 23–27Google Scholar
- 32.Arena A, Lacarbonara W (2012) Nonlinear parametric modeling of suspension bridges under aeroelastic forces. Nonlinear Dynam, DOI: 10.1007/s11071-012-0636-3Google Scholar
- 33.Arena A, Lacarbonara W, Marzocca P (2012) Unsteady aerodynamic modeling and flutter analysis of long-span suspension bridges. Paper No. DETC2012/CIE-70289, ASME IDETC/CIE 2012, August 12–15, 2012, Chicago, ILGoogle Scholar
- 34.Argyris J (1982) An excursion into large rotations. Comput Meth Appl Mech Eng 32:85–155MathSciNetMATHGoogle Scholar
- 35.Asplund SO (1943) On the deflection theory of suspension bridges. Alqvist & Wiksells boktryckeri. Uppsala, StockholmGoogle Scholar
- 36.Atluri S (1973) Nonlinear vibrations of a hinged beam including nonlinear inertia effects. J Appl Mech 40:121–126MATHGoogle Scholar
- 37.Augusti G, Spinelli P, Borri C, Bartoli G, Giachi M, Giordano S (1995) The CRIACIV Atmospheric Boundary Layer Wind Tunnel. In: Wind engineering: retrospect and prospect, IAWE, International Association for Wind Engineering, vol. 5, Wiley Eastern Limited, New DelhiGoogle Scholar
- 38.Auricchio F, Taylor RL (1997) Shape-memory alloys: modelling and numerical simulations of the finite-strain superelastic behavior. Comput Method Appl M 143:175–194MATHGoogle Scholar
- 39.Auricchio F, Taylor RL, Lubliner J (1997) Shape-memory alloys: macro-modelling and numerical simulations of the superelastic behavior. Comput Method Appl M 146:281–312MATHGoogle Scholar
- 40.Auricchio F, Petrini L (2004) A three-dimensional model describing stress-temperature induced solid phase transformations. Part I: solution algorithm and boundary value problems. Int J Numer Methods Eng 61:807–836Google Scholar
- 41.Auricchio F, Petrini L (2004) A three-dimensional model describing stress-temperature induced solid phase transformations. Part II: thermomechanical coupling and hybrid composite applications. Int J Numer Methods Eng 61:716–737Google Scholar
- 42.Avramov KV, Pierre C, Shyriaieva NV (2008) Nonlinear equations of flexural-flexural-torsional oscillations of rotating beams with arbitrary cross-section. Int Appl Mech 44: 582–589MathSciNetGoogle Scholar
- 43.Ball JM (1978) Finite-time blow-up in nonlinear problems. Nonlinear Evolution Equations. Academic, New York, pp 189–205Google Scholar
- 44.Balachandran B, Preidikman S (2004) Oscillations of piezoelectric micro-scale resonators. In: Topping BHV, Mota Soares CA (eds) Computational structures technology, progress in computational structures technology, pp 327–352Google Scholar
- 45.Ban RE, Chan TF (1986) PLTMGC: A multi-grid continuation program for parameterized nonlinear elliptic systems. SIAM J Sci Stat Comput 7:540–559Google Scholar
- 46.Bank RE (1998) PLTMG: A software package for solving elliptic partial differential equations, Users’ Guide 8.0. Software, Environments and Tools 5. J Soc Ind Appl MathGoogle Scholar
- 47.Bardin BS, Markeyev AP (1995) The stability of the equilibrium of a pendulum for vertical oscillations of the point of suspension. J Appl Math Mech 59:879–886MathSciNetMATHGoogle Scholar
- 48.Bartoli G, Righi M (2006) Flutter mechanism for rectangular prisms in smooth and turbulent flow. J Wind Eng Ind Aerodyn 94:275–291Google Scholar
- 49.Başar Y, Krätzig WB (1985) Mechanik der Flächentragwerke. Friedrich Vieweg & Sohn, Braunschweig/WiesbadenGoogle Scholar
- 50.Başar Y (1987) A consistent theory of geometrically non-linear shells with an independent rotation vector. Int J Solids Struct 23:1401–1415MATHGoogle Scholar
- 51.Başar Y (1993) Finite-rotation theories for arbitrary composite laminates. Acta Mech 98:159–176MathSciNetMATHGoogle Scholar
- 52.Başar Y, Montag U, Ding Y (1993) On a isoparametric finite-element for composite laminates with finite rotation. Comput Mech 12:329–348MATHGoogle Scholar
- 53.Başar Y, Ding Y, Schultz R (1993) Refined shear-deformation models for composite laminates with finite rotations. Int J Solids Struct 30:2611–2638MATHGoogle Scholar
- 54.Başar Y, Itskov M, Eckstein A (2000) Composite laminates: nonlinear interlaminar stress analysis by multi-layer shell elements. Comput Method Appl Mech Engrg 185:367–397MATHGoogle Scholar
- 55.Batra RC (2006) Elements of continuum mechanics. AIAA Educational SeriesGoogle Scholar
- 56.Batra RC (2007) Higher-order shear and normal deformable theory for functionally graded incompressible linear elastic plates. Thin-Walled Struct 45:974–982Google Scholar
- 57.Batra RC, Porfiri M, Spinello D (2006) Electromechanical model of electrically actuated narrow microbeams. J Microelectromech S 15:1175–1189Google Scholar
- 58.Batra RC, Porfiri M, Spinello D (2008) Vibrations of narrow microbeams predeformed by an electric field. J Sound Vib 309:600–612Google Scholar
- 59.Bazant Z, Cedolin L (1991) Stability of structures. Oxford University Press, New YorkMATHGoogle Scholar
- 60.Behal A, Marzocca P, Rao VM, Gnann A (2006) Nonlinear adaptive control of an aeroelastic two-dimensional lifting surface. J Guid Contr Dynam 29:382–390Google Scholar
- 61.Beletsky VV, Levin EM (1993) Dynamics of space tether systems. Advances in the astronautical sciences, vol 83. American Astronautical Society, San DiegoGoogle Scholar
- 62.Belyayev NM (1924) Stability of prismatic rods subject to variable longitudinal forces (in Russian), in Engineering construction and structural mechanics, LeningradGoogle Scholar
- 63.Benedetti D, Brebbia C, Cedolin, L (1972) Geometrical nonlinear analysis of structures by finite elements. Meccanica 7:1–10Google Scholar
- 64.Bernardini D, Pence TJ (2002) Shape-memory materials, modeling. In: Schwartz M (ed) The encyclopedia of smart materials, vol 2. Wiley, New York, pp 964–980Google Scholar
- 65.Bernardini D, Pence TJ (2009) Mathematical models for shape memory materials. In: Schwartz M (ed) Smart materials. CRC Press, Boca Raton, pp 20.17–20.28Google Scholar
- 66.Beran PS, Strganac, TW, Kim K, Nichkawde C (2004) Studies of store-induced Limit-Cycle Oscillations using a model with full system nonlinearities. Nonlinear Dynam 37:323–339MATHGoogle Scholar
- 67.Biezeno CB, Koch, J (1923) Over een nieuwe methode ter berekening van vlokke platen met toepassing op enkele voor de techniek belangrijke belastingsgevallen. Ing Grav 38:25–36Google Scholar
- 68.Bigoni D (2012) Nonlinear solid mechanics. Bifurcation theory and material instability. Cambridge University Press, Cambridge.MATHGoogle Scholar
- 69.Bleich F, McCullough CB, Rosecrans R, Vincent GS (1950) The mathematical theory of vibration in suspension bridges: A Contribution to the work of the Advisoy Board on the Investigation of Suspension Bridges. Department of Commerce, Bureau of Public Roads, USGPO, Washington, DCGoogle Scholar
- 70.Blekhman II (2000) Vibrational mechanics. Nonlinear dynamic effects, general approach, applications. World Scientific, SingaporeGoogle Scholar
- 71.Blevins RD (1977) Flow-induced vibration. Van Nostrand Reinhold, New YorkGoogle Scholar
- 72.Boley BA, Weiner JH (1960) Theory of thermal stresses. Wiley, New YorkMATHGoogle Scholar
- 73.Bolotin VV (1964) The dynamic stability of elastic systems. Holden-Day, San FranciscoMATHGoogle Scholar
- 74.Boonyapinyo V, Lauhatanon Y, Lukkunaprasit P (2006) Nonlinear aerostatic stability analysis of suspension bridges. Eng Struct28:793–803Google Scholar
- 75.Borri M, Mantegazza P (1985) Some contributions on structural and dynamic modeling of helicopter rotor blades. L’Aerotecnica Missili e Spazio 64(9):143–154MATHGoogle Scholar
- 76.Bouc R (1967) Forced vibrations of mechanical systems with hysteresis. In: Preceedings of the 4th International Conference on Nonlinear Oscillations, Prague, CzechoslovakiaGoogle Scholar
- 77.Bouc R (1971) Modele mathematique dhysteresis. Acustica 24:16–25MATHGoogle Scholar
- 78.Brezzi F, Fortin M (1991) Mixed and hybrid finite element methods. Springer, BerlinMATHGoogle Scholar
- 79.Brokate M, Sprekels J (1996) Hysteresis and phase transitions. Springer, New YorkMATHGoogle Scholar
- 80.Brownjohn JMW (1994) Observations on non-linear dynamic characteristics of suspension bridges. Earthquake Eng Struc 23:1351–1367Google Scholar
- 81.Brownjohn JMW, Dumanoglu AA, Taylor CA (1994) Vibration characteristics of a suspension footbridge. Eng Struct 16:395–406Google Scholar
- 82.Brownjohn JMW (1996) Vibration characteristics of a suspension footbridge. J Sound Vib 202:29–46Google Scholar
- 83.Buechner HF, Johnson MW, Moore RH (1965) The calculation of equilibrium states of elastic bodies by Newton’s method. Proceedings of the 9th Mid Western Mech Conf, MadisonGoogle Scholar
- 84.Burgess JJ, Triantafyllou MS (1988) The elastic frequencies of cables. J Sound Vib 120: 153–165Google Scholar
- 85.Burgess JJ (1993) Bending stiffness in a simulation of undersea cable deployment. Int J Offshore Polar Eng 3:197–204Google Scholar
- 86.Caflisch R, Maddocks JH (1984) Nonlinear dynamical theory of the elastica. Proc R Soc Edin 99A:1–23MathSciNetGoogle Scholar
- 87.Capecchi D, Vestroni F (1985) Steady-state dynamic analysis of hysteretic systems. J Eng Mech-ASCE 111:1515–1531Google Scholar
- 88.Capecchi D, Vestroni F (1990) Periodic response of a class of hysteretic oscillators. Int J Non Linear Mech 25:309–317MATHGoogle Scholar
- 89.Carpineto N, Vestroni F, Lacarbonara W (2011) Vibration mitigation by means of hysteretic tuned mass dampers. In: Proceedings of EURODYN 2011, Leuven, July 4–5, 2011Google Scholar
- 90.Carpineto N (2011) Hysteretic tuned mass dampers for structural vibration mitigation. PhD Dissertation, Sapienza University of RomeGoogle Scholar
- 91.Carrera E (1999) Transverse normal stress effects in multilayered plates. J Appl Mech 66: 1004–1012Google Scholar
- 92.Carrera E, Parisch H (1997) An evaluation of geometrical nonlinear effects of thin and moderately thick multilayered composite shells. Compos Struct 40(1):11–24Google Scholar
- 93.Carrera E (2002) Theories and finite elements for multilayered, anisotropic, composite plates and shells. Arch Comput Method E 9:87–140MathSciNetMATHGoogle Scholar
- 94.Carrera E, Ciuffreda A (2005) A unified formulation to assess theories of multi-layered plates for various bending problems. Compos Struct 69:271–93Google Scholar
- 95.Cartmell M (1990) Introduction to linear, parametric and nonlinear vibrations. Chapman and Hall, LondonGoogle Scholar
- 96.Casciaro R (2005) Computational asymptotic post–buckling analysis of slender elastic structures, CISM Courses and Lectures NO. 470. Springer, New YorkGoogle Scholar
- 97.Castro FM (1991) Mechanical switches snap back. Mach Des 63:56–61Google Scholar
- 98.Caughey TK (1960) Sinusoidal excitation of a system with bilinear hysteresis. J Appl Mech 643:640–643MathSciNetGoogle Scholar
- 99.Cesari L (1971) Asymptotic behavior and stability problems in ordinary differential equations. Springer, BerlinMATHGoogle Scholar
- 100.Cevik M, Pakdemirli M (2005) Non-linear vibrations of suspension bridges with external excitation. Int J Non Linear Mech 40:901–923MATHGoogle Scholar
- 101.Chan TF, Keller HB (1982) Arc-length continuation and multi-grid techniques for nonlinear eigenvalue problems. SIAM J Sci Statist Comput 3:173–194MathSciNetMATHGoogle Scholar
- 102.Chang WK, Pilipchuk V, Ibrahim RA (1997) Fluid flow-induced nonlinear vibration of suspended cables. Nonlinear Dynam 14:377–406MathSciNetMATHGoogle Scholar
- 103.Chelomeĭ V N (1939) The dynamic stability of elements of aircraft structures. Aeroflot, MoscowGoogle Scholar
- 104.Chen X, Matsumoto M, Kareem A (2000) Time domain flutter and buffeting response analysis of bridges. J Eng Mech-ASCE 126:7–16Google Scholar
- 105.Chen X, Kareem A (2000) Advances in modeling of aerodynamic forces on bridge decks. J Eng Mech 128:1193–1205Google Scholar
- 106.Cheng J, Jiang J-J, Xiao R-C, Xiang H-F (2003) Series method for analyzing 3D nonlinear torsional divergence of suspension bridges. Comput Struct 81:299–308Google Scholar
- 107.Cheng J, Jiang J-J, Xiao R-C (2003) Aerostatic stability analysis of suspension bridges under parametric uncertainty. Eng Struct 25:1675–1684Google Scholar
- 108.Cheng SH, Lau DT, Cheung MS (2003) Comparison of numerical techniques for 3D flutter analysis of cable-stayed bridges. Comput Struct 81:2811–2822Google Scholar
- 109.Chetayev NG (1961) The stability of motion. Pergamon Press, New YorkGoogle Scholar
- 110.Cheung YK (1968) The finite strip method in the analysis of elastic plates with two opposite simply supported ends. Proc Instn Civ Engrg Lond 40:1–7Google Scholar
- 111.Cho KN, Bert CW, Striz AG (1991) Free vibrations of laminated rectangular plates analyzed by higher order individual-layer theory. J Sound Vib 145(3):429–442Google Scholar
- 112.Cho MH, Parmerter RR (1993) Efficient higher-order composite plate-theory for general lamination configurations. AIAA J 31(7):1299–1306MATHGoogle Scholar
- 113.Ciarlet PG, Destuynder PA (1979) Justification of a nonlinear model in plate theory. Comp Method Appl Mech Engrg 17/18:227–258Google Scholar
- 114.Ciarlet PG (2002) The finite element method for elliptic problems. Society for Industrial and Applied Mathematics, Philadelphia, PAGoogle Scholar
- 115.Clark R, Cox D, Curtiss HCJ, Edwards JW, Hall KC, Peters DA, Scanlan RH, Simiu E, Sisto F, Strganac Th W (2004) A modern course in Aeroelasticity. Series: Solid mechanics and its applications 116, 4th edn. Kluwer Academic, New YorkGoogle Scholar
- 116.Coddington EA, Levinson N (1955) Theory of ordinary differential equations. McGraw-Hill Book, New YorkMATHGoogle Scholar
- 117.COMSOL Multiphysics (2008) COMSOL Multiphysics/User’s Guide Version 3.5. COMSOL AB, Stokholm, SwedenGoogle Scholar
- 118.Connor J, Morin R (1970) Perturbation techniques in the analysis of geometrically nonlinear shells. In: Proc Symp Int Union of Theoretical and Applied Mechanics, Liege, vol 61, 683–705Google Scholar
- 119.Cosmo ML, Lorenzini EC (1997) Tethers in space handbook, 3rd edn. Smithsonian Astrophisical observatory. NASA Marshall Space Flight Center, Huntsville, AlabamaGoogle Scholar
- 120.Costello GA (1997) Theory of wire rope. Springer, New YorkGoogle Scholar
- 121.Cosserat EF (1909) Theorie de corps deformables. Hermann, ParisGoogle Scholar
- 122.Crandall SH (1956) Engineering analysis. McGraw-Hill, New YorkMATHGoogle Scholar
- 123.Crespo da Silva MRM, Hodges DH (1986) Nonlinear flexure and torsion of rotating beams with application to helicopter rotor blades-I. Formulation. Vertica 10:151–169Google Scholar
- 124.Crespo da Silva MRM, Glynn CVC (1978) Nonlinear flexural-flexural-torsional dynamics of inextensional beams I. Equations of motion. J Struct Mech 6:437–448Google Scholar
- 125.Crespo da Silva MRM (1988) Nonlinear flexural-flexural-torsional-extensional dynamics of beams-II. Response analysis. Int J Solids Struct 24:1235–1242Google Scholar
- 126.Crisfield MA (1991) Non-Linear Finite Element Analysis of Solids and Structures, vol 1. Wiley, New YorkGoogle Scholar
- 127.Crisfield MA (1997) Non-linear finite element analysis of solids and structures, vol. 2. Wiley, New YorkGoogle Scholar
- 128.Dankowicz H, Schilder F (2011) An extended continuation problem for bifurcation analysis in the presence of constraints. J Comput Nonlinear Dyn 6:031003Google Scholar
- 129.Davenport AG (1966) The action of wind on suspension bridges. In: Int Symp on Suspension Bridges, Lisbon, 79–100Google Scholar
- 130.Demasi L (2009) ∞ 6 Mixed plate theories based on the Generalized Unified Formulation. Part I: Governing equations. Compos Struct 87:1–11. Part V: Results. Compos Struct 88:1–16Google Scholar
- 131.De Miranda M (1998) Storebaelt East Bridge - Aspetti del montaggio e della realizzazione (in Italian). Costruzioni Metalliche 6Google Scholar
- 132.Den Hartog JP (1934) Mechanical vibrations. McGraw-Hill, New YorkGoogle Scholar
- 133.Depuis GA, Pfaffinger DD, Marcal PV (1970) Effective use of the incremental stiffness matrices in nonlinear geometric analysis. In: Proc Symp Int Union of Theoretical and Applied Mechanics, Liège, vol 61, 707–725Google Scholar
- 134.Diana, G, Bruni S, Collina A, Zasso A (1998) Aerodynamic challenges in super long span bridge design. In: Larsen A, Esdahl E (eds) Proceedings of the International Symposium on Advances in Bridge Aerodynamics, 10–13 May, Copenhagen. Balkema, RotterdamGoogle Scholar
- 135.Ding Q, Chen A, Xiang H (2002) Coupled flutter analysis of long-span bridges by multimode and full-order approaches. J Wind Eng Ind Aerodyn 90:1981–1993Google Scholar
- 136.Dinnik AN (1929) Design of columns of varying cross section. Trans ASME 51:105–114Google Scholar
- 137.Dinnik AN (1932) Design of columns of varying cross section. Trans ASME 54:165–171Google Scholar
- 138.Di Egidio A, Luongo A, Paolone A (2007) Linear and non-linear interactions between static and dynamic bifurcations of damped planar beams. Int J Non Linear Mech 42:88–98MATHGoogle Scholar
- 139.Di Sciuva M, Icardi U (1995) Analysis of thick multilayered anisotropic plates by a higher-order plate element. AIAA J 33(12):2435–2437MATHGoogle Scholar
- 140.Doedel EJ, Paffenroth RC, Champneys AR, Fairgrieve TF, Kuznetsov, Yu A, Sandstede B, Wang X (2001) AUTO 2000: Continuation and bifurcation software for ordinary differential equations (with HomCont), Technical Report, CaltechGoogle Scholar
- 141.Drozdov AD (1996) Finite elasticity and viscoelasticity. World Scientific, SingaporeMATHGoogle Scholar
- 142.Ecker H, Dohnal F, Springer H (2005) Enhanced damping of a beam structure by parametric excitation. In: Proceedings of European Nonlinear Oscillations Conf. (ENOC-2005) Eindhoven, NLGoogle Scholar
- 143.El-Bassiouny AF (2007) Parametric excitation of internally resonant double pendulum. Phys Scripta 76:173–186MATHGoogle Scholar
- 144.Einaudi R (1936) Sulle configurazioni di equilibrio instabile di una piastra sollecitata da sforzi tangenziali pulsanti. Atti Accad Gioenia Catania 1 (serie 6), mem. XX:1–20Google Scholar
- 145.Eisley JG (1964) Nonlinear vibration of beams and rectangular plates. Z Angew Math Mech 15:167–175MathSciNetMATHGoogle Scholar
- 146.Elishakoff I (2000) Both static deflection and vibration mode of uniform beam can serve as a buckling mode of a non-uniform column. J Sound Vib 232:477–489MathSciNetMATHGoogle Scholar
- 147.Elishakoff I (2005) Eigenvalues of inhomogeneous structures. CRC Press, Boca RatonMATHGoogle Scholar
- 148.Engesser F (1909) Ueber die Knickfestigkeit von Staeben veraenderlichen Traegheitsmomentes (in German). Zeitschrift der Oesterreichischer Ingenieur und Architekten Verein 34:506–508Google Scholar
- 149.Eringen AC (1976) Nonlocal field theories. In: Eringen AC (ed) Continuum physics, vol 4. Academic, New YorkGoogle Scholar
- 150.Euler L (1759) Sur la force des colonnes (in French). Memoires de L’Academie des Sciences et Belles-Lettres 13:252–282Google Scholar
- 151.Evensen JA, Evan-Iwanowski RM (1996) Effects of longitudinal inertia upon the parametric response of elastic columns. J Appl Mech 33:141–148Google Scholar
- 152.Faedo S (1949) Un nuovo metodo per l’analisi esistenziale e quantitativa dei problemi di propagazione. Ann Sc Norm Sup Pisa - Classe di Scienze, Ser. 3,1 no. 1–4:1–41Google Scholar
- 153.Faraday M (1831) On a peculiar class of acoustical figures; and on certain forms assumed by a group of particles upon vibrating elastic surfaces. Philos Tr R Soc S-A 121:299Google Scholar
- 154.Farquharson FB, Smith, FC, Vincent GS (1950) Aerodynamic stability of suspension bridges with special reference to the Tacoma Narrows Bridge. Part II: Mathematical analyses. Bulletin 116. University of Washington Press, Engineering Experimental Station, Seattle, WAGoogle Scholar
- 155.Ferreira AJM, Roque CMC, Martins PALS (2004) Radial basis functions and higher-order shear deformation theories in the analysis of laminated composite beams and plates. Compos Struct 66:287–293Google Scholar
- 156.Fiedler L, Lacarbonara W, Vestroni F (2007) Vibration behavior of thick composite laminated plates subject to in-plane pre-stress loading. In: Proceedings of the DECT’07–2007 ASME Engineering Technical Conferences, DECT2007–35532, Las Vegas, Nevada, 4–7 September 2007Google Scholar
- 157.Fiedler L, Lacarbonara W, Vestroni F (2009) A general higher-order theory for multi-layered, shear-deformable composite plates. Acta Mech209:85–98Google Scholar
- 158.Fiedler L., Lacarbonara W., Vestroni F (2010) A generalized higher-order theory for buckling of thick multi-layered composite plates with normal and transverse shear strains. Compos Struct 92:3011–3020Google Scholar
- 159.Finlayson BA (1972) The method of weighted residuals and variational principles. Academic, New YorkMATHGoogle Scholar
- 160.Foltinek K (1994) The Hamilton theory of elastica. Am J Math 116:1479–1488MathSciNetMATHGoogle Scholar
- 161.Fonda A, Schneider Z, Zanolin F (1994) Periodic oscillations for a nonlinear suspension bridge model. J Comput Appl Math 52:113–140MathSciNetMATHGoogle Scholar
- 162.Föppl A (1907) Vorlesungen über technische Mechanik, B.G. Teubner, Bd. 5., LeipzigGoogle Scholar
- 163.Formica G, Lacarbonara W, Alessi R (2010) Vibrations of carbon nanotube-reinforced composites. J Sound Vib 329:1875–1889Google Scholar
- 164.Formica G, Arena A, Lacarbonara W, Dankowicz H (2013) Coupling FEM with parameter continuation for analysis and bifurcations of periodic responses in nonlinear structures. J Comput Nonlin Dyn 8, 021013Google Scholar
- 165.Frahm H (1911) Device for damping vibration of bodies, US Patent 989958Google Scholar
- 166.Fremond M (2002) Non-smooth thermomechanics. Springer, BerlinMATHGoogle Scholar
- 167.Frisch-Fay R (1962) Flexible bars. Butterworths, Washington, D.CMATHGoogle Scholar
- 168.Fung YC (1990) Biomechanics: motion, flow, stress, and growth. Springer, New YorkMATHGoogle Scholar
- 169.Garcea G, Trunfio GA, Casciaro R (2002) Path-following analysis of thin-walled structures and comparison with asymptotic post-critical solutions. Int J Numer Methods Eng 55:73–100MATHGoogle Scholar
- 170.Galerkin BG (1915) Series occurring in some problems of elastic stability of rods and plates. Eng Bull 19:897–908Google Scholar
- 171.Ganapathi M, Makhecha DP (2001) Free vibration analysis of multi-layered composite laminates based on an accurate higher-order theory. Compos Part B-Eng 32:535–543Google Scholar
- 172.Gattulli V, Lepidi M (2003) Nonlinear interactions in the planar dynamics of cable-stayed beam. Int J Solids Struct 40:4729–4748MATHGoogle Scholar
- 173.Gattulli V, Lepidi M, Macdonald JHG, Taylor CA (2005) One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models, Int J Non-Linear Mech 40:571–588MATHGoogle Scholar
- 174.Gaudenzi P (1992) A general formulation of higher-order theories for the analysis of composite laminated plates. Compos Struct 20:103–112Google Scholar
- 175.Gaudenzi P, Barboni R, Mannini A (1995) A finite element evaluation of single-layer and multi-layer theories for the analysis of laminated plates. Compos Struct 30:427–440Google Scholar
- 176.Ge Z, Kruse HP, Marsden JE (1996) The limits of Hamiltonian structures in three dimensional elasticity, shells, and rods. J Nonlinear Sci 6:19–57MathSciNetMATHGoogle Scholar
- 177.Gimsing NJ (1997) Cable supported bridges: concept and design, 2nd edn. Wiley, New YorkGoogle Scholar
- 178.Lanzara G, Yoon Y, Liu H, Peng S, Lee W-I (2009) Carbon nanotube reservoirs for self-healing materials. Nanotechnology 20:335704Google Scholar
- 179.Glauert H (1947) The elements of Aerofoil and Airscrew theory, 2nd edn. Cambridge University Press, New YorkGoogle Scholar
- 180.Glover J, Lazer AC, McKenna PJ (1989) Existence and stability of large scale nonlinear oscillations in suspension bridges. ZAMP 40:172–200MathSciNetMATHGoogle Scholar
- 181.Goldstein H, Poole CP, Safko JL (2002) Classical mechanics, 3rd edn. Addison Wesley, ReadingGoogle Scholar
- 182.Guckenheimer J, Holmes P (1985) Nonlinear oscillations, dynamical systems, and bifurcations of vector fields. Springer, New YorkGoogle Scholar
- 183.Hafka RT, Mallet RH, Nachbar W (1971) Adaptation of Koiter’s method to finite element analysis of snap-through buckling behaviour. Int J Solids Struct 7:1427–1447Google Scholar
- 184.Hale JK (1969) Ordinary differential equations. Wiley-Interscience, New YorkMATHGoogle Scholar
- 185.Hall BD, Preidikman S, Mook DT, Nayfeh AH (2001) Novel strategy for suppressing the flutter oscillations of aircraft wings. AIAA J 39:1843–1850Google Scholar
- 186.Han S-C, Tabiei A, Park W-T (2008) Geometrically nonlinear analysis of laminated composite thin shells using a modified first-order shear deformable element-based Lagrangian shell element. Compos Struct 82(3):465–474Google Scholar
- 187.Handbook (1986) Tethers in space. in Proceedings of the first International Conference on Tethers in Space, Sept 17–19, Arlington, VAGoogle Scholar
- 188.Handbook (1988) Space Tethers for Science in the Space Station Era, Societá Italiana di Fisica, Conference Proceedings, 14, BolognaGoogle Scholar
- 189.Hansen MH, Gaunaa M, Madsen HAA (2004) A Beddoes-Leishman type dynamic stall model in state-space and indicial formulations, Report No. R -1354(EN), Risø National LaboratoryGoogle Scholar
- 190.Hartlen R, Currie I (1970) Lift-oscillator model for vortex-induced vibration. Proc Am Soc Civ Eng 96:577–591Google Scholar
- 191.Hirai A, Okauchi I, Miyata T (1966) On the behaviour of suspension bridges under wind action. Paper No. 8. Int. Sypm. on Suspension Bridges, Lisbon, 240–256Google Scholar
- 192.Hodges DH, Dowell EH (1974) Nonlinear equations of motion for the elastic bending and torsion of twisted nonuniform rotor blades. NASA TN D-7818 Google Scholar
- 193.Hodges DH, Atilgan AR, Danielson DA (1993) A geometrically nonlinear theory of elastic plates. J Appl Mech 60:109–1126MATHGoogle Scholar
- 194.Hodges DH, Atilgan AR, Danielson DA (1993) A geometrically nonlinear theory of elastic plates. J Appl Mech 60:109–116MATHGoogle Scholar
- 195.Hodges DH (1999) Non-linear in-plane deformation and buckling of rings and high arches. Int J Non Linear Mech 34:723–737MATHGoogle Scholar
- 196.Hodges DH, Wenbin Y, Mayuresh JP (2009) Geometrically-exact, intrinsic theory for dynamics of moving composite plates. Int J Solids Struct 46:2036–2042MATHGoogle Scholar
- 197.Holzapfel GA (2000) Nonlinear solid mechanics. Wiley, ChichesterMATHGoogle Scholar
- 198.Hsu CS (1963) On the parametric excitation of a dynamic system with multiple degrees of freedom. J Appl Mech 30:367–372MATHGoogle Scholar
- 199.Hua XG, Chen ZQ (2008) Full-order and multimode flutter analysis using ANSYS. Finite Elem Anal Des 44:537–551MATHGoogle Scholar
- 200.Hughes TJR (1987) The finite element method: linear static and dynamic finite element analysis. Prentice Hall, Upper Saddle RiverMATHGoogle Scholar
- 201.Ibrahim RA (2004) Nonlinear vibrations of suspended cables - Part III: Random excitation and interaction with fluid flow. Appl Mech Rev 57:515–549Google Scholar
- 202.Ibrahim RA (2005) Liquid sloshing dynamics. Theory and applications. Cambridge University Press, CambridgeMATHGoogle Scholar
- 203.Ibrahim RA (2008) Parametric random vibration. New York, DoverGoogle Scholar
- 204.Iooss G, Adelmeyer M (1992) Topics in bifurcation theory and applications. World Scientific, SingaporeMATHGoogle Scholar
- 205.In-Soo S, Uchiyama Y, Yabuno H, Lacarbonara W (2008) Simply supported elastic beams under parametric excitation. Nonlinear Dynam 53:129–138MathSciNetMATHGoogle Scholar
- 206.Irvine HM, Caughey TK (1974) The linear theory of free vibrations of a suspended cable. Proc R Soc London, Ser A 341:299–315Google Scholar
- 207.Irvine HM (1984) Cable structures. Dover Publications, New YorkGoogle Scholar
- 208.Iwan WD (1965) The steady-state response of the double bilinear hysteretic oscillator. J Appl Mech 32:921–925MathSciNetGoogle Scholar
- 209.Iwan WD, Blevins RD (1974) A model for vortex induced oscillation of structures. J Appl Mech Trans ASME 41:581–586Google Scholar
- 210.Jacobs EN, Ward KE, Pinkerton RM (1933) The characteristics of 78 related airfoil sections from tests in the variable-density wind tunnel. NACA Report No. 460Google Scholar
- 211.Jacover D, McKenna PJ (1994) Nonlinear torsional flexings in a periodically forced suspended beam. J Comput Appl Math 52:241–265MathSciNetMATHGoogle Scholar
- 212.Jensen JS (1998) Non-linear dynamics of the follower-loaded double pendulum with added support-excitation. J Sound Vib 215:125–142Google Scholar
- 213.Jones RM (1975) Mechanics of composite materials. McGraw-Hill Book Company, New YorkGoogle Scholar
- 214.Jones KF (1992) Coupled vertical and horizontal galloping. J Eng Mech-ASCE 118:92–106Google Scholar
- 215.Johnson MW Jr, Urbanik TJ (1984) A nonlinear theory for elastic plates with application to characterizing paper properties. J Appl Mech 51:146–152MATHGoogle Scholar
- 216.Kantorovich LV, Krylov VI (1964) Approximate methods of higher analysis. Interscience Publishers, New YorkGoogle Scholar
- 217.Kapitza PL (1965) Collected Papers of P.L. Kapitza, Edited by D. TerHarr, Pergamon Press, NYGoogle Scholar
- 218.Krauskopf B, Osinga HM, Galan-Vioque J (eds) (2007) Numerical continuation methods for dynamical systems. Springer and Canopus Publishing Limited, New YorkMATHGoogle Scholar
- 219.Krylov N, Bogoliubov N (1935) Influence of resonance in transverse vibrations of rods caused by periodic normal forces at one end. Ukrainian Sc. Res. Inst. of Armament, Recueil Kiev.Google Scholar
- 220.Kevorkian J, Cole JD (1996) Multiple scale and singular perturbation methods. Springer, New YorkMATHGoogle Scholar
- 221.Kienzler R, Bose DK (2008) Material conservation laws established within a consistent plate theory. In: Jaiani G, Podio-Guidugli P (eds) Proc symp int union of theoretical and applied mechanics on relations of shell plate beam and 3D models, Tbilisi, Georgia, April 23–27, 2007Google Scholar
- 222.Ko JW, Strganac TW; Kurdila AJ (1998) Stability and control of a structurally nonlinear aeroelastic system. J Guid Control Dynam 21:718–725Google Scholar
- 223.Komatsu S, Sakimoto T (1977) Ultimate load carrying capacity of steel arches. J Struct Div-ASCE 103(12):2323–2336Google Scholar
- 224.Koiter WT (1945) On the stability of elastic equilibrium. PhD Thesis, Delft. English translGoogle Scholar
- 225.Koiter WT (1970) On the stability of elastic equilibrium (Translation from Dutch). Tech. Rep. AFFDL-TR-70-25, Airforce Flight Dynamics LabGoogle Scholar
- 226.Koiter WT (1970) Comment on: The linear and non-linear equilibrium equations for thin elastic shells according to the Kirchhoff–Love hypotheses. Int J Mech Sci 12:663–664Google Scholar
- 227.Kholostova OV (2009) On the motions of a double pendulum with vibrating suspension point. Mech Sol 44:184–197Google Scholar
- 228.Krupa M, Poth W, Schagerl M, Steindl A, Steiner W, Troger H, Wiedermann G (2006) Modelling, dynamics and control of tethered satellite systems. Nonlinear Dynam 43:73–96MathSciNetGoogle Scholar
- 229.Kuhlmann G (2003) Ein hierarchisches inhomogenes Volumenelement zur Berechnung dickwandiger Faserverbunde. Ph.D. Thesis, Shaker Verlag, Aachen, GermanyGoogle Scholar
- 230.Yuri A. Kuznetsov YA (2004) Elements of applied bifurcation theory. Springer, New-YorkMATHGoogle Scholar
- 231.Hartman P (1982) Ordinary differential equations. Birkhaüser, BostonMATHGoogle Scholar
- 232.Iyengar NGR (1998) Structural stability of columns and plates. Wiley, New YorkGoogle Scholar
- 233.Lacarbonara W, Chin CM, Nayfeh, AH (1997) Two-to-one internal resonances in parametrically excited buckled beams. AIAA Paper No. 97–1081, 38th AIAA/ASME/ASCE/AHS Structures, Structural Dynamics & Materials Conf, Kissimmee, FLGoogle Scholar
- 234.Lacarbonara W, Nayfeh AH, Kreider W (1998) Experimental validation of reduction methods for nonlinear vibrations of distributed-parameter systems: analysis of a buckled beam. Nonlinear Dynam 17:95–117MATHGoogle Scholar
- 235.Lacarbonara W (1999) Direct treatment and discretizations of non-linear spatially continuous systems. J Sound Vib 221:849–866MathSciNetMATHGoogle Scholar
- 236.Lacarbonara W, Vestroni F (2002) Feasibility of a vibration absorber based on hysteresis. In: Proceedings of Third World Congress on Structural Control, Como, April 7–12, 2002Google Scholar
- 237.Lacarbonara W, Rega G, Nayfeh AH (2003) Resonant nonlinear normal modes. Part I: analytical treatment for structural one-dimensional systems. Int J Non Linear Mech 38:851–872Google Scholar
- 238.Lacarbonara W, Rega G (2003) Resonant nonlinear normal modes. Part II: activation/orthogonality conditions for shallow structural systems. Int J Non Linear Mech 38: 873–887Google Scholar
- 239.Lacarbonara W, Chin CM, Soper RR (2002) Open-loop nonlinear vibration control of shallow arches via perturbation approach. J Appl Mech 69:325–334MathSciNetMATHGoogle Scholar
- 240.Lacarbonara W, Vestroni F (2003) Nonclassical responses of oscillators with hysteresis. Nonlinear Dynam 32:235–258MATHGoogle Scholar
- 241.Lacarbonara W, Bernardini D, Vestroni, F (2004) Nonlinear thermomechanical oscillations of shape-memory devices. Int J Solids Struct 41:1209–1234MATHGoogle Scholar
- 242.Lacarbonara W, Paolone A, Yabuno, H (2004) Modeling of planar nonshallow prestressed beams towards asymptotic solutions. Mech Res Commun 31:301–310MATHGoogle Scholar
- 243.Lacarbonara W, Camillacci R (2004) Nonlinear normal modes of structural systems via asymptotic approach. Int J Solids Struct 41:5565–5594MATHGoogle Scholar
- 244.Lacarbonara W, Arafat HN, Nayfeh AH (2005) Nonlinear interactions in imperfect beams at veering. Int J Non Linear Mech 40:987–1003MATHGoogle Scholar
- 245.Lacarbonara W, Paolone A, Vestroni F (2005) Galloping instabilities in geometrically nonlinear cables under steady wind forces, Paper. No. 20th ASME Biennial Conference on Mechanical Vibration and Noise, Long Beach, CA, Sept 25–28Google Scholar
- 246.Lacarbonara W, Yabuno H (2006) Refined models of elastic beams undergoing large in-plane motions: theory and experiment. Int J Solids Struct 43:5066–5084MATHGoogle Scholar
- 247.Lacarbonara W, Yabuno H, Hayashi K (2007) Nonlinear cancellation of the parametric resonance in elastic beams: theory and experiment. Int J Solids Struct 44:2209–2224MATHGoogle Scholar
- 248.Lacarbonara W, Antman SS (2007) Parametric resonances of nonlinearly viscoelastic rings subject to a pulsating pressure. 21st ASME DETC Conf, No. DETC2007-35245, Las Vegas, USAGoogle Scholar
- 249.Lacarbonara W, Paolone A, Vestroni F (2007) Elastodynamics of nonshallow suspended cables: linear modal properties. J Vib Acoust 129:425–433Google Scholar
- 250.Lacarbonara W, Paolone A, Vestroni F (2007) Nonlinear modal properties of nonshallow cables. Int J Non Linear Mech 42:542–554MATHGoogle Scholar
- 251.Lacarbonara W, Colone V (2007) Dynamic response of arch bridges traversed by high-speed trains. J Sound Vib 304:72–90Google Scholar
- 252.Lacarbonara W, Paolone A (2007) Solution strategies to Saint–Venant problem. J Comput Appl Math 206:473–497MathSciNetMATHGoogle Scholar
- 253.Lacarbonara W (2008) Buckling and post-buckling of non-uniform non-linearly elastic rods. Int J Mech Sci 50:1316–1325Google Scholar
- 254.Lacarbonara W, Pacitti A (2008) Nonlinear modeling of cables with flexural stiffness. Math Probl Eng, Article ID 370767, 21 pages, 2008. doi:10.1155/2008/370767Google Scholar
- 255.Lacarbonara W, Antman, SS (2012) Parametric instabilities of the radial motions of nonlinearly viscoelastic shells subject to pulsating pressures. Int J Non Linear Mech 47:461–472Google Scholar
- 256.Lacarbonara W, Ballerini S (2009) Vibration mitigation of a guyed mast via tuned pendulum dampers. Struct Eng Mech 32Google Scholar
- 257.Lacarbonara W, Arena A (2011) Flutter of an arch bridge via a fully nonlinear continuum formulation. J Aerospace Eng 24:112–123Google Scholar
- 258.Lacarbonara W, Pasquali M (2011) A geometrically exact formulation for thin multi-layered laminated composite plates. Compos Struct 93:1649–1663Google Scholar
- 259.Lacarbonara W, Antman SS (2007) Parametric resonances of nonlinearly viscoelastic rings subject to a pulsating pressure. Paper DETC 2007–35245, 21th ASME Biennial Conf. on Mechanical Vibration and NoiseGoogle Scholar
- 260.Lacarbonara W, Antman SS (2008) What is parametric resonance in structural dynamics. Proceedings of the 6th Euromech Nonlinear Dynamics Conf., St. Petersburg, RussiaGoogle Scholar
- 261.Lacarbonara W, Arvin, H, Bakhtiari-Nejad, F (2012) A geometrically exact approach to the overall dynamics of elastic rotating blades – part 1: linear modal properties. Nonlinear Dynam, 70:659–675Google Scholar
- 262.Lacarbonara W, Cetraro M (2011) Flutter control of a lifting surface via visco-hysteretic vibration absorbers. Int J Aeronautical Space Sci 12(4):331–345Google Scholar
- 263.Lagoudas DC (ed) (2010) Shape memory alloys: modeling and engineering applications. Springer, New YorkGoogle Scholar
- 264.Lanzo AD, Garcea G, Casciaro R (1995) Koiter post–buckling analysis of elastic plates. Int J Numer Methods Eng 38:2325–2345MATHGoogle Scholar
- 265.Lau DT, Cheung MS, Cheng SH (2000) 3D flutter analysis of bridges by spline finite-strip method. J Struct Eng-ASCE 126:1246–1254Google Scholar
- 266.Lazer AC, McKenna PJ (1990) Large-amplitude periodic oscillations in suspension bridges: some new connection with nonlinear analysis. SIAM Rev 32:537–578MathSciNetMATHGoogle Scholar
- 267.Lee HK, Simunovic S (2001) A damage constitutive model of progressive debonding in aligned discontinuous fiber composites. Int J Solids Struct 38:875–895MATHGoogle Scholar
- 268.Lee CL, Perkins NC (1995) Three-dimensional oscillations of suspended cables involving simultaneous internal resonances. Nonlinear Dynam 8:45–63MathSciNetGoogle Scholar
- 269.Lee J (1997) Thermally induced buckling of laminated composites by a layer-wise theory. Compos Struct 65:917–922MATHGoogle Scholar
- 270.Lee SY, Kuo YH (1991) Elastic stability of non-uniform columns. J Sound Vib 148:11–24Google Scholar
- 271.Leipholz H (1970) Stability theory. Academic, New YorkMATHGoogle Scholar
- 272.Leissa AW (1969) Vibration of plates. NASA SP-160Google Scholar
- 273.Li H, Balachandran B (2006) Buckling and free oscillations of composite microresonators. J Microelectromech Syst 15:42–51Google Scholar
- 274.Li H, Balachandran B (2006) Buckling and free oscillations of composite microresonators. J Microelectromech S 15:42–51Google Scholar
- 275.Li H, Preidikman S, Balachandran B, Mote Jr. CD (2006) Nonlinear free and forced oscillations of piezoelectric microresonators. J Micromech Microeng 16:356–367Google Scholar
- 276.Li QS, Cao H, Li G (1994) Stability analysis of bars with multi-segments of varying cross-section. Comput Struct 53:1085–1089MATHGoogle Scholar
- 277.Li QS, Cao H, Li G (1995) Stability analysis of bars with varying cross-section. Int J Solids Struct 32:3217–3228MATHGoogle Scholar
- 278.Li QS, Cao H, Li G (1996) Static and dynamic analysis of straight bars with variable cross-section. Comput Struct 59:1185–1191MATHGoogle Scholar
- 279.Li QS (2000) Buckling analysis of multi-step non-uniform beams. Adv Struct Engng 3: 139–144Google Scholar
- 280.Love AEH (1906) The mathematical theory of elasticity. Cambridge University Press, CambridgeMATHGoogle Scholar
- 281.Lubarda VA (2004) Constitutive theories based on the multiplicative decomposition of deformation gradient: Thermoelasticity, elastoplasticity, and biomechanics. Appl Mech Rev 57:95–108Google Scholar
- 282.Luongo A, Rega G, Vestroni F (1984) Planar non-linear free vibrations of an elastic cable. Int J Non Linear Mech 19:39–52MATHGoogle Scholar
- 283.Luongo A, Rega G, Vestroni F (1986) On nonlinear dynamics of planar shear undeformable beams. J Appl Mech 108:619–624Google Scholar
- 284.Luongo A, Rega G, Vestroni F (1984) Planar non-linear free vibrations of an elastic cable. Int J Non Linear Mech 19:39–52MATHGoogle Scholar
- 285.Luongo A, Paolone A, Piccardo G (1998) Postcritical behavior of cables undergoing two simultaneous galloping modes. Meccanica 33:229–242MATHGoogle Scholar
- 286.Luongo A, Vestroni F (1994) Nonlinear free periodic oscillations of a tethered satellite system. J Sound Vib 175(3):299–315MATHGoogle Scholar
- 287.Luongo A (1997) Appunti di Meccanica delle Strutture. Lecture Notes (in Italian), L’AquilaGoogle Scholar
- 288.Luongo A, Paolone A (2005) Scienza delle costruzioni, vol. 2: Il problema di de Saint Venant (in Italian). CEA, MilanGoogle Scholar
- 289.Ma C, Huang C (2004) Experimental whole-field interferometry for transverse vibration of plates. J Sound Vib 271:493–506Google Scholar
- 290.McComber P, Paradis A (1998) A cable galloping model for thin ice accretions. Atmos Res 46:13–25Google Scholar
- 291.McConnell KG, Chang CN (1986) A study of the axial-torsional coupling effect on a sagged transmission line. Exp Mech 26:324–328Google Scholar
- 292.Magnus W, Winkler DT (1966) Hill’s equation. Wiley-Interscience, New YorkMATHGoogle Scholar
- 293.Mailybaev AA, Yabuno H, Kaneko H (2004) Optimal shapes of parametrically excited beams. Struct Multidisciplinary Optim 27(6):435–445MathSciNetMATHGoogle Scholar
- 294.Makhecha DP, Ganapathi M, Patel BP (2001) Dynamic analysis of laminated composite plates subjected to thermal/mechanical loads using an accurate theory. Compos Struct 51:221–236Google Scholar
- 295.Malvern LE (1969) Introduction to the mechanics of a continuous medium. Prentice-Hall, Englewood CiffsGoogle Scholar
- 296.Mannini C, Bartoli G, Borri C, Borsani A, Ferrucci M, Procino L (2009) Recent developments in measurement and identification of bridge deck flutter derivatives. U. Peil, ed., WtG Berichte Nr. 11 - Windingenieurwesen in Forschung und Praxis, Dreiländertagung D-A-CH, Braunschweig, Germany, 1–15Google Scholar
- 297.Marzocca P, Librescu L, Silva WA (2002) Flutter, postflutter, and control of a supersonic wing section. J Guid Contr Dynam 25:962–970Google Scholar
- 298.Marzouk OA, Nayfeh AH, Arafat HN, Akhtar I (2007) Modeling steady-state and transient forces on a cylinder. J Vib Control 13:1065–1091MATHGoogle Scholar
- 299.Marzouk OA, Nayfeh AH (2009) Reduction of the loads on a cylinder undergoing harmonic in-line motion. Phys Fluids 21:083103-13Google Scholar
- 300.Marzouk OA, Nayfeh AH (2010) Characterization of the flow over a cylinder moving harmonically in the cross-flow direction. Int J Non Linear Mech 45:821–833Google Scholar
- 301.Masri SF (1975) Forced vibration of the damped bilinear hysteretic oscillator. J Acoust Soc Am 57:106–111MATHGoogle Scholar
- 302.Matsunaga H (1994) Free vibration and stability of thick elastic plates subjected to in-plane forces. Int J Solids Struct 31(22):3113–3124MATHGoogle Scholar
- 303.Matsunaga H (1997) Buckling instabilities of thick elastic plates subjected to in-plane stresses. Compos Struct 62(1):205–214MathSciNetMATHGoogle Scholar
- 304.Matsunaga H (2000) Vibration and stability of cross-ply laminated composite plates according to a global higher-order plate theory. Compos Struct 48(4):231–244Google Scholar
- 305.Matsunaga H (2001) Vibration and stability of angle-ply laminated composite plates subjected to in-plane stresses. Int J Mech Sci 43:1925–1944MATHGoogle Scholar
- 306.Matsunaga, H (2002) Vibration of cross-ply laminated composite plates subjected to initial in-plane stresses. Thin Wall Struct 40:557–571Google Scholar
- 307.Matsunaga H (2006) Thermal buckling of angle-ply laminated composite and sandwich plates according to a global higher-order deformation theory. Compos Struct 72:177–192MATHGoogle Scholar
- 308.Matsunaga H (2007) Free vibration and stability of angle-ply laminated composite and sandwich plates under thermal loading. Compos Struct 77:249–262Google Scholar
- 309.MATHEMATICA (2007) Wolfram Research Inc. Urbana Champaign, ILGoogle Scholar
- 310.McKenna PJ, Walter W (1987) Nonlinear oscillations in a suspension bridge. Arch Rat Mech Anal 98:167–177MathSciNetMATHGoogle Scholar
- 311.McLachlan NW (1962) Theory and application of mathieu functions. Dover, New YorkGoogle Scholar
- 312.Meirovitch L (1970) Methods of analytical dynamics. Mc-Graw-Hill, New YorkGoogle Scholar
- 313.Melan J (1853) Theorie der eisernen bogenbrücken und der hangebrücken. Leipzig. (1913) Theory of arches and suspension bridges. Translated by D B Steinman, Myron C. Clark, ChicagoGoogle Scholar
- 314.Melde W (1859) Über Erregung stehender Wellen eines fadenförmigen Körpers. Ann Phys Chem 109:193–215Google Scholar
- 315.Mathieu E (1868) Mémoire sur le movement vibratoire d’une membrane de forme elliptique. J Math Pures Appl 137–203Google Scholar
- 316.Mettler E (1962) Dynamic buckling. In: Flugge (ed) Handbook of engineering mechanics. McGraw-Hill, New YorkGoogle Scholar
- 317.Mikhlin SG (1964) Variational methods in mathematical physics. Pergamon, OxfordMATHGoogle Scholar
- 318.Miles J (1985) Parametric excitation of an internally resonant double pendulum. Z Angew Math Phys 36:337–345MathSciNetMATHGoogle Scholar
- 319.Mindlin RD (1951) Influence of rotary inertia and shear on flexural motions of isotropic, elastic plates. NASA Technical Paper 1903, Hampton, VAGoogle Scholar
- 320.Mindlin RD (1951) Influence of rotatory inertia and shear on flexural motions of isotropic, elastic plates. J Appl Mech 38:31–38Google Scholar
- 321.Mishra SS, Kumar K, Krishna P (2008) Multimode flutter of long-span cable-stayed bridge based on 18 experimental aeroelastic derivatives. J Wind Eng Ind Aerodyn 96:83–102Google Scholar
- 322.Mittelmann HD, Roose D (eds) (1990) Continuation techniques and bifurcation problems, vol 92. ISNM, BirkhäuserGoogle Scholar
- 323.Miyata T (2003) Historical view of long-span bridge aerodynamics. J Wind Eng Ind Aerodyn 91:1393–1410Google Scholar
- 324.Mohr GA (1992) Finite elements for solids, fluids and optimization. Oxford University Press, OxfordMATHGoogle Scholar
- 325.Moisseiff LS, Leinhard, F (1933) Suspension bridges under the action of lateral forces, with discussion. Trans Am Soc Civ Eng 98:1080–1141Google Scholar
- 326.Moon FC (2004) Chaotic vibrations. Wiley, New YorkGoogle Scholar
- 327.Morley A (1917) Critical loads for long tapering struts. Engineering 104:295Google Scholar
- 328.Murdock JA (1991) Perturbations. Wiley, New YorkMATHGoogle Scholar
- 329.Naghdi PM (1972) The theory of shells and plates. In Truesdell S (ed) Flügges Encyclopedia of Physics, vol VI a/2. Springer, New York, pp 425–640Google Scholar
- 330.Nayfeh AH (1973) Perturbation methods. Wiley, New YorkMATHGoogle Scholar
- 331.Nayfeh AH, Mook DT, Lobitz DW (1974) Numerical-perturbation method for the nonlinear analysis of structural vibrations. AIAA J 12:1222–1228Google Scholar
- 332.Nayfeh AH, Mook DT (1979) Nonlinear oscillations. Wiley, New YorkMATHGoogle Scholar
- 333.Nayfeh AH (1981) Introduction to perturbation techniques. Wiley, New YorkMATHGoogle Scholar
- 334.Nayfeh AH, Pai PF (1989) Non-linear non-planar parametric responses of an inextensional beam. Int J Non Lin Mech 24(2):139–158MATHGoogle Scholar
- 335.Nayfeh AH, Balachandran B (1995) Applied nonlinear dynamics. Wiley-Interscience, New YorkMATHGoogle Scholar
- 336.Nayfeh AH, Lacarbonara W (1998) On the discretization of spatially continuous systems with quadratic and cubic nonlinearities. JSME Int J C-Dyn Con 41:510–531Google Scholar
- 337.Nayfeh AH (2000) Nonlinear interactions. analytical, computational, and experimental methods. Wiley-Interscience, New YorkGoogle Scholar
- 338.Nayfeh AH, Arafat H, Chin, CM, Lacarbonara W (2002) Multimode interactions in suspended cables. J Vib Control 8:337–387MathSciNetMATHGoogle Scholar
- 339.Nayfeh AH, Pai PF (2004) Linear and nonlinear structural mechanics. Wiley, New YorkMATHGoogle Scholar
- 340.Nayfeh AH, Arafat HN (2005) Nonlinear dynamics of closed spherical shells, Paper. No. DETC2005-85409. In: Proceedings of the 20th ASME Biennial Conference on Mechanical Vibration and Noise, Long Beach, CA, Sept. 25–28Google Scholar
- 341.Navier CLMHL (1823) Rapport et mémoire sur le ponts suspendus. Paris, Imprimerie RoyaleGoogle Scholar
- 342.Nazmy AS (1997) Stability and load-carrying capacity of three-dimensional long-span steel arch bridges. Comput Struct 65(6):857–868MATHGoogle Scholar
- 343.Nemat-Nasser S, Shatoff HD (1973) Numerical analysis of pre- and post-critical response of elastic continua at finite strains. Comput Struct 3:983–999MATHGoogle Scholar
- 344.Ng L, Rand RH (2002) Bifurcations in a Mathieu equation with cubic nonlinearities. Chaos Soliton Fract 14:173–181MathSciNetMATHGoogle Scholar
- 345.Noda N, Hetnarski RB, Tanigawa Y (2003) Thermal stresses, 2nd edn. Taylor & Francis, New YorkGoogle Scholar
- 346.Noor, AK, Burton, WS (1989) Assessment of shear deformation theories for multilayered composite plates. Appl Mech Rev 42(1):1–13Google Scholar
- 347.Nosier A, Kapania RK, Reddy JN (1993) Free vibration analysis of laminated plates using a layer-wise theory. AIAA J 31(12):2335–2346MATHGoogle Scholar
- 348.Pagano NJ (1969) Exact solutions for composite laminates in cylindrical bending. J Compos Mater 3:398–411Google Scholar
- 349.Pagano NJ (1970) Exact solutions for rectangular bidirectional composites and sandwich plates. J Compos Mater 4:20–34Google Scholar
- 350.Pagano NJ, Hatfield SJ (1972) Elastic behavior of multi-layered bidirectional composites. AIAA J 10:931–933Google Scholar
- 351.Paolone A, Vasta M, Luongo A (2006) Flexural-torsional bifurcations of a cantilever beam under potential and circulatory forces I. Non-linear model and stability analysis. Int J Non Linear Mech 41:586–594Google Scholar
- 352.Pandya BN, Kant T (1988) Flexural analysis of laminated composites using refined higher-order C 0 plate bending elements. Comput Method Appl M 66:173–198MATHGoogle Scholar
- 353.Pasca M, Pignataro M, Luongo A (1991) Three-dimensional vibrations of tethered satellite system. J Contr Guid 14(2):312–320Google Scholar
- 354.Pasca M, Vestroni F, Luongo A (1996) Stability and bifurcations of transversal motions of an orbiting string with a longitudinal force. Appl Math Mech ZAMM 76(4):337–340MATHGoogle Scholar
- 355.Pasquali M (2010) Geometrically exact models of thin plates towards nonlinear dynamic system identification via higher-order spectral approach. MS Thesis. Sapienza University of RomeGoogle Scholar
- 356.Pasquali M, Lacarbonara W, Marzocca P (2011) System identification of plates using higher-order spectra: numerical and experimental investigations. Paper No. 945175, 52nd AIAA/ASME/ASCE/AHS Structures, Structural Dynamics & Materials Conference, Denver, CO, April 4–7Google Scholar
- 357.Pasquali M, Lacarbonara W, Marzocca P (2011) Advanced system identification of plates using a higher-order spectral approach: theory and experiment. Paper no. DETC2011-47975, 2011 ASME DETC, Washington DC, August 28–31Google Scholar
- 358.Patil MJ, Hodges D (2004) On the importance of aerodynamic and structural geometrical nonlinearities in aeroelastic behavior of high-aspect-ratio wings. J Fluid Struct 19:905–915Google Scholar
- 359.Pellicano F, Amabili M (2006) Dynamic instability and chaos of empty and fluid-filled circular cylindrical shells under periodic axial loads. J Sound Vib 293:227–252Google Scholar
- 360.Petrangeli MP and Associates (2008) Ponte della Musica: Verifica delle strutture in acciaio dell’arco, dell’impalcato e della soletta. codifica E281004300SXA, RomeGoogle Scholar
- 361.Petrolito J (1998) Approximate solutions of differential equations using Galerkin’s method and weighted residuals. Int J Mech Eng Educ 28:14–26Google Scholar
- 362.Picone M (1928) Sul metodo delle minime potenze ponderate e sul metodo di Ritz per il calcolo approssimato nei problemi della fisica-matematica. Rend Circ Mat Palermo 52: 225–253MATHGoogle Scholar
- 363.Pignataro M, Rizzi N, Luongo A (1990) Bifurcation, stability and postcritical behaviour of elastic structures. Elsevier Science Publishers, AmsterdamGoogle Scholar
- 364.Pilipchuk VN, Ibrahim RA (1999) Non-linear modal interactions in shallow suspended cables. J Sound Vib 227:1–28Google Scholar
- 365.Pfeil MS, Batista RC (1995) Aerodynamic stability analysis of cable-stayed bridges. J Struct Eng-ASCE 121:1748–1788Google Scholar
- 366.Podio-Guidugli P, Virga EG (1987) Transversely isotropic elasticity tensors. Proc R Soc London, Ser A 411:85–93MathSciNetMATHGoogle Scholar
- 367.Podio-Guidugli P (1989) An exact derivation of the thin plate equation. J Elast 22:121–133MathSciNetMATHGoogle Scholar
- 368.Preidikman S, Mook DT (1997) A new method for actively suppressing flutter of suspension bridges J Wind Eng Ind Aerodyn 69/71:955–974Google Scholar
- 369.Preidikman S, Mook DT (1998) On the development of a passive-damping system for wind-excited oscillations of long span bridges J Wind Eng Ind Aerodyn 77/78:443–456Google Scholar
- 370.Proceedings (1995) of the 4th International Conference on Tethers in Space, April 10–14, Washington DCGoogle Scholar
- 371.Pugsley A (1968) The theory of suspension bridges, 2d edn. Edward Arnold, LondonGoogle Scholar
- 372.Pugno N, Schwarzbart M, Steindl A, Troger H (2009) On the stability of the track of the space elevator. Acta Astronautica 64:524–537Google Scholar
- 373.Quarteroni A, Sacco, R, Saleri, F (2007) Numerical mathematics. Springer, BerlinMATHGoogle Scholar
- 374.Ramania DV, Keitha WL, Rand RH (2004) Perturbation solution for secondary bifurcation in the quadratically-damped Mathieu equation. Int J Non Lin Mech 39:491–502Google Scholar
- 375.Rand RH (1996) Dynamics of a nonlinear parametrically-excited PDE: 2-term truncation. Mech Res Commun 23:283–289MathSciNetMATHGoogle Scholar
- 376.Rand RH, Armbruster D (1987) Perturbation methods, bifurcation theory, and computer algebra. Springer, New YorkGoogle Scholar
- 377.Reddy JN (1984) A simple higher-order theory for laminated composite plates. Trans ASME J Appl Mech 51:745–752Google Scholar
- 378.Reddy JN (2004) Mechanics of laminated composite plates and shells, 2nd edn. CRC Press, Boca Raton, FLGoogle Scholar
- 379.Rega G, Lacarbonara W, Nayfeh AH (2000) Reduction methods for nonlinear vibrations of spatially continuous systems with initial curvature. Solid mechanics and its applications vol 77. Kluwer, Dordrecht, p 235Google Scholar
- 380.Rega G (2004) Nonlinear vibrations of suspended cables - Part I: Modeling and analysis. Part II: Deterministic phenomena. Appl Mech Rev 57:443–479Google Scholar
- 381.Rega G, Lacarbonara W, Nayfeh AH, Chin CM (1999) Multiple resonances in suspended cables: direct versus reduced-order models. Int J Non Linear Mech 34:901–924Google Scholar
- 382.Reissner E (1945) The effect of transverse shear deformation on the bending of elastic plates. J Appl Mech 12:69–77MathSciNetGoogle Scholar
- 383.Ricks E (1979) An incremental approach to the solution of snapping and buckling problems. Int J Solids Struct 15:529–551Google Scholar
- 384.Rodrigues O (1840) Des lois géometriques qui régissent les déplacements d’un systeme solide dans l’espace. J de Math (Liouville) 5:380–440Google Scholar
- 385.Sabzevari A, Scanlan RH (1968) Aerodynamic instability of suspension bridges. J Eng Mech-ASCE 94:489–517Google Scholar
- 386.Saito H, Sato K, Otomi K (1976) Nonlinear forced vibrations of a beam carrying concentrated mass under gravity. J Sound Vib 46(4):515–525MATHGoogle Scholar
- 387.Salinger AG, Burroughs EA, Pawlowski RP, Phipps ET, Romero LA (2005) Bifurcation tracking algorithms and software for large scale applications. J Bifur Chaos Appl Sci Engrg 15(3):1015–1032MathSciNetMATHGoogle Scholar
- 388.Salvatori L, Borri C (2007) Frequency- and time-domain methods for the numerical modeling of full-bridge aeroelasticity. Comput Struct 85:675–687Google Scholar
- 389.Sanders JA, Verhulst F, Murdock J (2007) Averaging methods in nonlinear dynamical systems, 2nd edn. Springer, New YorkMATHGoogle Scholar
- 390.Sanjuán MAF (1998) Using nonharmonic forcing to switch the periodicity in nonlinear systems. Phys Rev E 58:4377–4382MathSciNetGoogle Scholar
- 391.Sarkar PP, Caracoglia L, Haan FL, Sato H, Murakoshid J (2009) Comparative and sensitivity study of flutter derivatives of selected bridge deck sections. Part 1: Analysis of inter-laboratory experimental data. Eng Struct 31:158–169Google Scholar
- 392.Sartorelli JC, Lacarbonara W (2012) Parametric resonances in a base-excited double pendulum, Nonlinear Dynam 69:1679–1692MathSciNetGoogle Scholar
- 393.Scanlan RH (1987) Interpreting aeroelastic models of cable-stayed bridges. J Eng Mech-ASCE 113:555–575Google Scholar
- 394.Sears A, Batra RC (2004) Macroscopic properties of carbon nanotubes from molecular-mechanics simulations. Phys Rev B 69:235406-10Google Scholar
- 395.Seyranian AP, Yabuno H, Tsumoto K (2005) Instability and periodic motion of a physical pendulum with a vibrating suspension point (theoretical and experimental approach). Dokl Phys 50(9):467–472MathSciNetGoogle Scholar
- 396.Somnay R, Ibrahim RA, Banasik RC (2006) Nonlinear dynamics of a sliding beam on two isolators. J Vib Control 12:685–712MATHGoogle Scholar
- 397.Strømmen E, Hjoorth-Hansen E (1995) The buffeting wind loading of structural members at an arbitrary attitude in the flow. J Wind Eng Ind Aerodyn 56:267–290Google Scholar
- 398.Scanlan RH, Tomko JJ (1971) Airfoil and bridge deck flutter derivates. J Eng Mech-ASCE 97:1717–1737Google Scholar
- 399.Selberg A (1961) Oscillation and aerodynamic stability of suspension bridges. Acta Polytechnica Scandinavia 308Google Scholar
- 400.Seydel R (1994) Practical bifurcation and stability analysis. From equilibrium to chaos, 2nd edn. Springer, New YorkGoogle Scholar
- 401.Seyranian AP (2001) Regions of resonance for Hill’s equation with damping. Dokl Ross Akad Nauk 376:44–47Google Scholar
- 402.Shilov GE, Gurevich BL (1977) Integral, measure and derivative: a unified approach. In: Silverman RA (ed) Dover books on advanced mathematics. Dover Publications, New YorkGoogle Scholar
- 403.Shufrin I, Rabinovitch O, Eisenberger M (2009) Elastic nonlinear stability analysis of thin rectangular plates through a semi-analytical approach. Int J Solids Struct 46:2075–2092MATHGoogle Scholar
- 404.Simo JC (1985) A finite strain beam formulation. The three-dimensional dynamical problem. Part I. Comput Method Appl M 49:55–70Google Scholar
- 405.Simo JC, Marsden JE, Krishnaprasad PS (1988) The Hamiltonian structure of nonlinear elasticity: the material and convective representations of solids, rods and plates. Arch Ration Mech Anal 104:125–183MathSciNetMATHGoogle Scholar
- 406.Simiu E, Scanlan R (1996) Wind effects on structures. Fundamentals and applications to design, 3rd edn. Wiley-Interscience Publication, New YorkGoogle Scholar
- 407.Skeldon AC (1994) Dynamics of a parametrically excited double pendulum. Phys D 75: 541–558MathSciNetGoogle Scholar
- 408.Skop RA, Griffin OM (1973) A model for the vortex-excited resonant response of bluff cylinders. J Sound Vib 27:225–233Google Scholar
- 409.Smith HJ, Blackburn JA, Grnbech-Jensen N (1992) Stability and Hopf bifurcations in an inverted pendulum. Am J Phys 60:903–908MATHGoogle Scholar
- 410.Stachowiak T, Okada T (2006) A numerical analysis of chaos in the double pendulum. Chaos Soliton Fract 29:417–422MATHGoogle Scholar
- 411.Stephenson A (1906) On a class of forced oscillations. Q J Math 37:353–360Google Scholar
- 412.Stephenson A (1908) On a new type of dynamic stability. Mem Proc Manch Lit Phil Soc 52: 1–10Google Scholar
- 413.Steinman DB (1934) A generalized deflection theory for suspension bridges. Trans Am Soc Civ Eng March:1133–1170Google Scholar
- 414.Steinman DB (1946) Design of bridges against wind: V. Criteria for assuring aerodynamic stability. Civil Eng ASCE February:68–76Google Scholar
- 415.Stevens KK (1966) On linear ordinary differential equations with periodic coefficients. SIAM J Appl Math 14:782–795MathSciNetMATHGoogle Scholar
- 416.Stojanovic R (1972) Nonlinear thermoelasticity. Springer, WienMATHGoogle Scholar
- 417.Structural Engineers Association of California (1995) Performance-based seismic engineering of buildings. Vision 2000 Report. SEAOC Publications, SacramentoGoogle Scholar
- 418.Strutt JWS (Lord Rayleigh) (1883) On maintained vibrations. Phil Mag 15:229–235Google Scholar
- 419.Strutt JWS (Lord Rayleigh) (1887) On the maintenance of vibrations by forces of double frequency, and on the propagation of waves through a medium endowed with a periodic structure. Phil Mag 24:145–159Google Scholar
- 420.Struble RA (1962) Nonlinear differential equations. McGraw-Hill, New YorkMATHGoogle Scholar
- 421.Sugimoto N (1981) Nonlinear theory for flexural motions of this elastic plate. J Appl Mech 48:377–382MATHGoogle Scholar
- 422.Synge JL, Chien WZ (1941) The intrinsic theory of elastic shells and plates. Theodore von Karman Anniversary Volume, California Institute of Technology, 103–120Google Scholar
- 423.Tang DM, Dowell EH (2001) Experimental and theoretical study on aeroelastic response of high-aspect-ratio wings. AIAA J 39(8):1430–1441Google Scholar
- 424.Tang DM, Dowell EH (2002) Experimental and theoretical study of gust response for high-aspect-ratio wing. AIAA J 40(3):419–429Google Scholar
- 425.Tang DM, Dowell EH (2004) Effects of geometric structural nonlinearity on flutter and limit cycle oscillations of high-aspect-ratio wings. J Fluid Struct 19:291–306Google Scholar
- 426.Task Committee on Cable-Suspended Structures (1977) Commentary on the tentative recommendations for cable-stayed bridge structures. J Struct Div Proc ASCE 103:941–959Google Scholar
- 427.Theodorsen T (1931) On the theory of wing section with particular reference to the lift distribution. JNACA REPORT No. 383Google Scholar
- 428.Theodorsen T (1931) Theory of wing section of arbitrary shape. JNACA REPORT No. 411Google Scholar
- 429.Theodorsen T (1935) General theory of aerodynamic instability and the mechanism of flutter. JNACA REPORT No. 496Google Scholar
- 430.Thompson JMT, Walker AC (1969) A general theory for the branching analysis of discrete structural systems. Int J Solids Struct 5:281–288Google Scholar
- 431.Thompson JMT (1989) Chaotic phenomena triggering the escape from a potential well. Proc R Soc London, Ser A 421:195–225MATHGoogle Scholar
- 432.Timoshenko SP (1908) Buckling of bars of variable cross section. Bulletin of the Polytechnic Institute, Kiev, USSRGoogle Scholar
- 433.Timoshenko SP, Gere JM (1961) Theory of elastic stability. McGraw-Hill, New YorkGoogle Scholar
- 434.Timoshenko SP, Young DH (1965) Theory of structures, 2nd edn. McGraw-Hill, New YorkGoogle Scholar
- 435.Troger H, Steindl A (1991) Nonlinear stability and bifurcation theory. Springer, WienMATHGoogle Scholar
- 436.Triantafyllou MS, Howell CT (1994) Dynamic response of cables under negative tension: an ill-posed problem. J Sound Vib 173:433–447Google Scholar
- 437.Truesdell C (1954) A new chapter in the theory of the elastica. In Proc. 1st Midwestern Conf. Solid Mech. 52–54Google Scholar
- 438.Trusdell C, Toupin RA (1960) The classical field theories. In: Flugge S (ed) Encyclopedia of physics, vol III/1. Springer, Berlin, pp 226–793Google Scholar
- 439.Truesdell C, Noll N (1965) The nonlinear field theories of mechanics. In: Flügge S (ed) Handbuch der Physik, Band vol III/3. Springer, BerlinGoogle Scholar
- 440.Tuc̆ková M, Tuc̆ek J,, Tuc̆ek P, Kubác̆ek L (2011) Experimental design of hysteresis loop measurements of nanosized ε-Fe2O3/SiO3 A statistically-based approach towards precise evaluation of ε-Fe2O3/SiO3 hysteresis loop parameters. In: NanoCon 2011, Sept 21–23, Brno, Czech RepublicGoogle Scholar
- 441.Ukeguchi N, Sakata H, Nishitani H (1966) An investigation of aeroelastic instability of suspension bridges. Int. Symp. on Suspension Bridges, Lisbon, Paper No. 11, 79–100Google Scholar
- 442.UNI EN 1991-1-7: Part 1-7: Azioni in generale - Azioni eccezionali (2006)Google Scholar
- 443.UNI EN 1991-2: Part 2: Carichi da traffico sui ponti (2005)Google Scholar
- 444.van der Pol B (1927) On relaxation-oscillations. London Edinburgh Dublin Phil Mag J Sci 2(7):978–992Google Scholar
- 445.Vaziri HH, Xie J (1992) Buckling of columns under variably distributed asial loads. Comput Struct 45:505–509Google Scholar
- 446.Verhulst F (1990) Nonlinear differential equations and dynamical systems. Springer, BerlinMATHGoogle Scholar
- 447.Vestroni F, Luongo A, Pasca M (1995) Stability and control of transversal oscillations of a tethered satellite system. Appl Math Comp 70(2):343–360MathSciNetMATHGoogle Scholar
- 448.Vestroni F, Lacarbonara W, Carpineto N (2011) Hysteretic tuned-mass damper device (TMD) for passive control of mechanical vibrations, Italian PatentGoogle Scholar
- 449.Vijayaraghavan A, Evan-Iwanowski RM (1967) Parametric instability of circular cylindrical shells. J Appl Mech 985–990Google Scholar
- 450.Villaggio P (1997) Mathematical models for elastic structures. Cambridge University Press, CambridgeGoogle Scholar
- 451.Visintin A (1994) Differential models of hysteresis. Springer, BerlinMATHGoogle Scholar
- 452.Vlasov VZ (1959) Thin-walled elastic bars (in Russian), 2nd edn. Fizmatgiz, MoscowGoogle Scholar
- 453.von Kármán T (1910) Festigkeitsproblem im Maschinenbau. Encyk D Math Wiss IV:311–385Google Scholar
- 454.Waisman H, Montoya A, Betti R, Noyan IC (2011) Load transfer and recovery length in parallel wires of suspension bridge cables. J Eng Mech-ASCE 137:227–237Google Scholar
- 455.Walker AC (1969) A method of solution for nonlinear simultaneous algebraic equations. Int J Numer Methods Eng 1:197–180Google Scholar
- 456.Walker AC (1969) A nonlinear finite ekment analysis of shallow circular arches. Int J Solids Struct 5:97–107MATHGoogle Scholar
- 457.Wang CM, Wang CY, Reddy JN (2005) Exact solutions for buckling of structural members. CRC Press, Boca RatonGoogle Scholar
- 458.Weiyi C (1999) Derivation of the general form of elasticity tensor of the transverse isotropic material by tensor derivate. Appl Math Mech 20(3):309–314MathSciNetMATHGoogle Scholar
- 459.Wen RK, Medallah K (1987) Elastic stability of deck-type arch bridges. J Struct Eng ASCE 113(4):757–768Google Scholar
- 460.Wenbin YuW, Kimb JS, Hodges DH, Chod M (2008) A critical evaluation of two Reissner–Mindlin type models for composite laminated plates. Aerospace Sci Technol 12(5):408–417Google Scholar
- 461.Whitney JM, Pagano NJ (1970) Shear deformation in heterogeneous anisotropic plates. J Appl Mech 37:1031–1036MATHGoogle Scholar
- 462.Wilcox B, Dankowicz H (2009) Design of limit-switch sensors based on discontinuity-induced nonlinearities. In: Proceedings of IDETC/CIE 2009, San Diego, CAGoogle Scholar
- 463.Wilcox B, Dankowicz H, Lacarbonara W (2009) Response of electrostatically actuated flexible MEMS structures to the onset of low-velocity contact. In: Proceedings of IDETC/CIE 2009, San Diego, CAGoogle Scholar
- 464.Wu Q, Takahashi K, Nakamura S (2003) The effect of cable loosening on seismic response of a prestressed concrete cable-stayed bridge. J Sound Vib 268:71–84Google Scholar
- 465.Wu W, Takahashi K, Nakamura S (2003) Non-linear vibrations of cables considering loosening. J Sound Vib 261:385–402Google Scholar
- 466.Wu Q, Takahashi K, Nakamura S (2004) Non-linear response of cables subject to periodic support excitation considering cable loosening. J Sound Vib 271:453–463MATHGoogle Scholar
- 467.Wu Q, Takahashi K, Nakamura S (2007) Influence of cable loosening on nonlinear parametric vibrations of inclined cables. Struct Eng Mech 25Google Scholar
- 468.Yabuno H (1994) Nonlinear stability analysis for summed-type combination resonance under parametrical excitation (application of center manifold theory and Grobner basis with computer algebra). Nippon Kikai Gakkai Ronbunshu C Hen/Trans Jpn Soc Mech Eng C 60(572): 1151–1158Google Scholar
- 469.Yabuno H (1996) Buckling of a beam subjected to electromagnetic force and its stabilization by controlling the perturbation of the bifurcation. Nonlinear Dynam 10(3):271–285Google Scholar
- 470.Yabuno H, Ide Y, Aoshima N (1998) Nonlinear analysis of a parametrically excited cantilever beam: (Effect of the tip mass on stationary response). JSME International Journal Series C: Dynamics, Control, Robotics, Design and Manufacturing 41(3):555–562Google Scholar
- 471.Yabuno H, Nayfeh AH (2001) Nonlinear normal modes of a parametrically excited cantilever beam. Nonlin Dyn 25:65–77MathSciNetMATHGoogle Scholar
- 472.Yabuno H, Saigusa S, Aoshima N (2001) Stabilization of the parametric resonance of a cantilever beam by bifurcation control with a piezoelectric actuator. Nonlinear Dynam 26(2):143–161MATHGoogle Scholar
- 473.Yabuno H, Okhuma M, Lacarbonara W (2003) An experimental investigation of the parametric resonance in a buckled beam, Paper VIB-48615, 19th ASME Biennial Conf. on Mechanical Vibration and NoiseGoogle Scholar
- 474.Yabuno H, Kanda R, Lacarbonara W, Aoshima N (2004) Nonlinear active cancellation of the parametric resonance in a magnetically levitated body. J Dyn Syst Meas Contr Tran ASME 126(3):433–442Google Scholar
- 475.Yabuno H, Murakami T, Kawazoe J, Aoshima N (2004) Suppression of parametric resonance in cantilever beam with a pendulum (Effect of static friction at the supporting point of the pendulum). J Vib Acoust 126(1):149–162Google Scholar
- 476.Yakubovich VA, Starzhinskii VM (1975) Linear differential equations with periodic coefficients, vol 2. Wiley, New YorkMATHGoogle Scholar
- 477.Yu P, Desai YM, Shah AH, Popplewell N (1992) Three-degree-of-freedom model for galloping. Part I: Formulation. J Eng Mech-ASCE 119:2404–2424Google Scholar
- 478.Yu P, Desai YM, Popplewell N, Shah AH (1992) Three-degree-of-freedom model for galloping. Part II: Solutions. J Eng Mech-ASCE 119:2426–2446Google Scholar
- 479.Yu P, Bi Q (1998) Analysis of non-linear dynamics and bifurcations of a double pendulum. J Sound Vib 217:691–736MathSciNetMATHGoogle Scholar
- 480.Yu W (2005) Mathematical construction of a Reissner–Mindlin plate theory for composite laminates. Int J Solids Struct 42:6680–6699MATHGoogle Scholar
- 481.Zavodney LD, Nayfeh AH (1989) The non-linear response of a slender beam carrying a lumped mass to a principal parametric excitation: theory and experiment. Int J Non Lin Mech 24:105–125MATHGoogle Scholar
- 482.Zhang X, Sun B, Peng W (2003) Study on flutter characteristics of cable-supported bridges. J Wind Eng Ind Aerodyn 91:841–854Google Scholar
- 483.Zhang X, Sun B (2004) Parametric study on the aerodynamic stability of a long-span suspension bridge. J Wind Eng Ind Aerodyn 92:431–439Google Scholar
- 484.Zhang X (2007) Influence of some factors on the aerodynamic behavior of long-span suspension bridges. J Wind Eng Ind Aerodyn 95:149–164Google Scholar
- 485.Zhen W, Wanji C (2007) Buckling analysis of angle-ply composite and sandwich plates by combination of geometric stiffness matrix. Comput Mech 39:839–848MATHGoogle Scholar
- 486.Zhen W, Wanji C (2006) Free vibration of laminated composite and sandwich plates using global-local higher-order theory. J Sound Vib 298:333–349Google Scholar
- 487.Ziegler SW, Cartmell MP (2001) Using motorized tethers for payload orbital transfer. J Spacecraft Rockets 38:904–913Google Scholar
- 488.Zienkiewicz OC, Morgan K (1983) Finite elements and approximations. Wiley-Interscience, New YorkGoogle Scholar