Problems of Dynamics

  • Anatoly V. Perelmuter
  • Vladimir I. Slivker
Part of the Foundations of Engineering Mechanics book series (FOUNDATIONS)


The system of education in high schools of civil engineering is organized in such manner that problems of dynamics occupy an undeservingly modest place in the curriculum. While there are numerous exercises intended to help students develop certain intuition of static analysis (apparently insufficient, but capable of being improved during their practical activities), their “dynamical sense” remains rudimentary. Hence a lot of mistakes and a totally formal attitude to the preparation of source data for a dynamical problem’s solution by tools of computer-aided design.


Oscillation Mode Wind Load Seismic Load Natural Oscillation Inertial Property 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.


Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.


  1. 1.
    Aisenberg JM (1999) Earthquake in Spitak on December 7, 1988. Some lessons and inferences (in Russian). In: Earthquake Engineering, Safety of Structures 1:6–9Google Scholar
  2. 2.
    Banah LJa, Perminov MD (1972) Investigation of complex dynamical systems using weak links between subsystems (in Russian). Mashinovedennie, 4:35–41Google Scholar
  3. 3.
    Bathe KJ, Wilson EL (1976) Numerical Methods in Finite Element Analysis. Prentice-Hall, Englewood Cliffs, NJzbMATHGoogle Scholar
  4. 4.
    Birbraer AN (1998) Analysis of structures for earthquake resistance (in Russian). Nauka Publishing House, Sankt-PetersburgGoogle Scholar
  5. 5.
    Blekhman II, Myshkis AD, Panovko YG (1983) Mechanics and applied mathematics: Logic and peculiarities of mathematical applications (in Russian). Nauka, MoscowGoogle Scholar
  6. 6.
    Bolotin VV (1984) Random vibrations of elastic systems. Martinus Nijhoffs, Hingham, MACrossRefzbMATHGoogle Scholar
  7. 7.
    Clough RW, Penzien J (1975) Dynamics of structures. McGraw-Hill, New-YorkzbMATHGoogle Scholar
  8. 8.
    Davenport AG (1962) The response of slender, line-like structures to a gusty wind. In:: Proc. Inst. Civil Eng, 23:389–408CrossRefGoogle Scholar
  9. 9.
    ENV 1991–2–3. Eurocode 1 (1995) Basis of Design and Action on Structures. Part 2–3: Wind Actions. CEN/TC250/SC1, BrusselsGoogle Scholar
  10. 10.
    Eurocode-8 (1994). Design provisions for earthquake of structures. European Prestandard. European Committee for Standardization, BrusselsGoogle Scholar
  11. 8.
    Davenport AG (1962) The response of slender, line-like structures to a gusty wind. In:: Proc. Inst. Civil Eng, 23:389–408CrossRefGoogle Scholar
  12. 12.
    Gabrichidze GK (2001) How much the earthquake-resistant design regulations ensure the declared principles (in Russian), In: Earthquake Engineering, Safety of Structures, 1:40–42Google Scholar
  13. 13.
    Galchenko LA (1980) On a character of the deflection function of an infinite beam obtained by using various models of bedding (in Russian). In: Proc. Dnepropetrovsk Institute of Transport Engineers, Issue 210/27, pp.132–138Google Scholar
  14. 14.
    Gantmacher FR (2000) The theory of matrices, vol. 1–2. AMS Chelsea Pub. Co., New YorkGoogle Scholar
  15. 15.
    Goldenblatt II. et al. (1979) Models of earthquake resistance of constructions (in Russian). Nauka Publishing House, MoskowGoogle Scholar
  16. 16.
    Gordeeva SP (1966) . Analyzing bar systems for resonance using computers (in Russian). In: Studies on mechanics of bar systems and continua: Proc. Leningrad Civil Engineering Institute, vol.49. pp. 305–314Google Scholar
  17. 17.
    Guyan RJ (1965) Reduction of stiffness and mass matrices. AIAA Journal, vol.3, 2:380CrossRefGoogle Scholar
  18. 18.
    Hitching D (Ed.) (1992) A Finite Element Dynamics Primer. NAFEMS, GlasgowGoogle Scholar
  19. 19.
    Ilyichyov VA (1970) Determining parameters of oscillation of a two-mass system supported by an elastic inertial semi-space (in Russian). In: Dynamics of structures: Proc. Kucherenko CRISC, pp.57–68.Google Scholar
  20. 20.
    ISO/DIS 3010 (2000). Bases for design of structures. Seismic actions on structures. International Organization for StandardizationGoogle Scholar
  21. 21.
    Kazakevich MI, Kuliabko VV (1998) Relevant problems of structural dynamics (in Russian). Steel constructions, 1:65–74Google Scholar
  22. 22.
    Kolousek V (1965) Dynamics of structural constructions (in Russian). Stroyizdat, MoscowGoogle Scholar
  23. 23.
    Kucherenko CRISC (Central Research Institute for Structural Constructions) (1967) Instruction on analysis of floor panels of industrial buildings subject to dynamic loads Moscow: Stroizdat, 1967. (In Russian)Google Scholar
  24. 24.
    Kucherenko CRISC (Central Research Institute for Structural Constructions) (1970) Instruction on analysis of load-carrying constructions of industrial structures under dynamical loads (in Russian). Stroyizdat, MoscowGoogle Scholar
  25. 25.
    Panovko YaG (1980) Introduction to the theory of mechanical oscillations (in Russian). Nauka Publishing House, MoskowGoogle Scholar
  26. 26.
    Petrov AA, Basilevsky SV (1977) . On an allowance for a spatial correlation of speed pulsations in the determination of a dynamic component of a wind load (in Russian). In: Structural mechanics and analysis of structures, 5:67–71CrossRefGoogle Scholar
  27. 27.
    Petrov AA, Bazilevsky SV (1979) An influence of a mutual correlation between generalized coordinates in random oscillations of linear systems (in Russian). In: Structural mechanics and analysis of structures, 4:52–56Google Scholar
  28. 28.
    Rabinovich IM, Sinitsyn AP, Luzhin OV, Terenin VM (1970) Analysis of structures subject to pulse actions (in Russian). Stroyizdat, MoscowGoogle Scholar
  29. 29.
    Reznikov RA (1971) Solution of structural analysis problems using digital computers (in Russian). Stroyizdat, MoskowGoogle Scholar
  30. 30.
    Sorokin ES (1968) . Key assumptions of an analysis of structures for pulse loads (in Russian). Research works of Moscow Institute of Transport Engineers. Problems of applied mechanics, Issue 260, Stroyizdat, MoscowGoogle Scholar
  31. 31.
    Sorokin ES (1972) Dynamical characteristics of building materials and constructions (in Russian). In: Korenev BD, Rabinovich IM (eds) Manual on dynamics of buildings. Stroyzdat, Moskow, pp. 38–61Google Scholar
  32. 32.
    Spence PW, Kenchington CJ (1993) The role of damping in finite element analysis. NAFEMS, GlasgowGoogle Scholar
  33. 33.
    Tseitlin AI (1975) To the theory of frequency-independent internal resistance during oscillations of elastic systems (in Russian). In: Dynamics of structures: Proc. Kucherenko CRISC, 56:5–23Google Scholar
  34. 34.
    Tseitlin AI, Bernstein AS, Guseva NI, Popov NA (1987) A new edition of the “Wind loads” section in the chapter of SniP “Loads and actions” (in Russian). In: Structural mechanics and analysis of structures, 6:28–33Google Scholar
  35. 35.
    Tseitlin AI, Guseva NI (1979) Statistical methods for analysis of structures under group dynamic influences (in Russian). Stroyizdat, MoscowGoogle Scholar
  36. 36.
    US Nuclear Regulatory Commission (1987) NUREG-0800. Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants.Google Scholar
  37. 37.
    Vlasov VZ (1963) Thin-walled elastic beams. lzrael program of scentific translation, JerusalemGoogle Scholar
  38. 38.
    Wilson EL (1997) Three dimensional dynamic analysis of structures. Computers and Structures, Inc., Berkeley CAGoogle Scholar
  39. 39.
    Yegupov VK et al. (1997) Simulation and automation of calculations of buildings (structures) on seismic effects. Computer & Structures, 6:1065–1083CrossRefGoogle Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2003

Authors and Affiliations

  • Anatoly V. Perelmuter
    • 1
  • Vladimir I. Slivker
    • 2
  1. 1.SCAD GroupKievUkraine
  2. 2.JSC GiprostroymostSaint-PetersburgRussia

Personalised recommendations