Abstract
Earthquake resistant design (or retrofit) of structures requires realistic and accurate physical and theoretical models. Validation and further improvement of these models can be done only by comparison with full-scale, in situ measurements of the response to earthquake excitation. This paper presents (a) a review of the principles this validation process is based on, (b) discussion of selected examples of past contributions to modeling of structures, and (c) an outline of some of the current research needs. It is concluded that, in the education of future engineers, the art of modeling full-scale structures, and breadth of knowledge in classical mechanics have been neglected, and that this trend should be reversed.
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References
Abrams, D.P. (editor) (1996). Experimental methods, Earthquake Spectra. 12(1), 1–80.
Applied Technology Council (1978). Tentative provisions for the development of seismic regulations for buildings: a cooperative effort with the design profession, building code interests, and the research community, Repori No. ATC 3-06. U.S. Dept. of Commerce, National Bureau of Standards.
Begiev, B.B., V.A. Nechaev, V.A. Tokmakov and D.A. Harin (1975). Opit raboti lnzenernoseismometriceskoi sluzbi G. Dushanbe, Voprosi Inzenemoi Seismologü, Vipusk 17, Akademia Nauk SSSR, Inst. Fiziki Zemli, Izdatelstvo Nauka, Moscow.
Biot, M.A. (1963). Are we drowning in complexity? Mechanical Engrg, 85(2), 26–27.
Blume, J.A. (1936). The building and ground vibrator, Chapter 7 in Earthquake in California 1934–1935, U.S. Dept. of Commerce, Coast and Geoletic Survey, Special Publication No. 20/, Washington, D.C.
Building Seismic Safety Council, BSSC (1995). NEHRP recommended provisions for seismic regulations for new buildings, Part 1, Provisions and Part 2, Commentary, Repori No. FEMA 222A.Federal Emergency Management Agency, Washington D.C.
Carder, D.S. (1936). Vibration observations, Chapter 5 in earthquake investigations in California 1934–1935, U.S. Dept. of Commerce, Coast and Geologic Survey, Special Publication No. 201. Washington, D.C.
Crawford, R. and H.S. Ward (1964). Determination of the natural periods of building, Bull. Seism. Soc. Amer., 54. 1743–1756.
Duncan, W.J. (1952). A critical examination of the representation of massive and elastic bodies by systems of rigid masses elastically connected, Quart. Journ. Mech. Appl. Math., 5(1), 97–108.
Foutch, D.A. and P.C. Jennings (1978). A study of the apparent change in the foundation response of a nine-story reinforced concrete building, Bull. Seism. Soc. Amer., 68, 219–229.
Foutch, D.A., J.E. Luco, M.D. Trifunac and F.E. Udwadia (1975). Full-scale, three-dimensional tests of structural deformation during fotced excitation of a nine-story reinforced concrete building, Proc. U.S. National Conference on Earthquake Engrg, Ann arbor, Michigan, 206–215.
Fremd, V.M. (1978). Instrumentalnie Sredstva i Metodi Registraciji Silnih Zemljetresenü, Izdatelstvo Nauka, Moscow.
Goel, R.K. and A.K. Chopra (1998). Period formulas for concrete shear wall buildings, J. of Structural Eng., ASCE, 124(4), 426–433.
Gupta, I.D. and M.D. Trifunac (1987). Statistical analysis of response spectra method in earthquake engineering, Dept. of Civil Eng., Report No. 87–03. Univ. of Southern California, Los Angeles, California.
Gupta, V.K. and M.D. Trifunac (1989). Investigation of building response to translational and rotational earthquake excitations, Dept. of Civil Engrg, Report No. 89-02. Univ. of Southern California, Los Angeles, California.
Gupta, I.D. and M.D. Trifunac (1996). Investigation of nonstationarity in stochastic seismic response of structures, Dept. of Civil Engrg, Report No. 96–01. Univ, of Southern California, Los Angeles, California
Housner, G.W. and A.G. Brady (1963). Natural periods of vibration of buildings, J. of Engrg Mech. Div., ASCE, 89(EM4), 31–65.
Hudson, D.E. (1970). Dynamic tests of full-scale structures, Chapter 7 in Earthquake Engineering, edited by R. Wiegel, Prentice Hall. New Jersey.
Husid, R. (1967). Gravity effects on the earthquake response of yielding structures, PhD. Thesis. Calif. Inst. of Tech., Pasadena., California.
Iemura, H. and P.C. Jennings (1974). Hysteretic response of a nine-story rein forced concrete building, Earthquake Engrg and Struct. Dynam., 3. 183–201.
Iguchi, M. and Luco, J.E. (t982). Vibration of flexible plate on visoelastic med ium, J. ojEngng. Mech., ASCE, 108(6), t 103–I 120.
Ivanovic, S. and M.D. Trifunac (1995). Ambient vibrations survey of full-scale structures using personal computers (with examples in Kaprielian Hall), Dept. of Civil Engrg, Report No. 95-OS, Univ. of Southern California, Los Angeles, California.
Jacobsen, L.S. and R.S. Ayre (1958). Engineering vibcations, McGraw Hill. N. York.
Jordanovski, L.R., M.I. Todorovska and M.D. Trifunac (1992). The total loss in a building exposed to earthquake hazard, Part I: the model, European Earthquake Engrg, Vol. VI-n.3, 14–25.
Jordanovski, L.R., M.I. Todorovska and M.D. Trifunac (1992). The total loss in a building exposed to earthquake hazard, Part II: a hypothetical example, European Earthquake Engrg, Vol. VI-n.3, 26–32.
Kadakal, U. and Ö, Yüzügüllü (1996). A comparative study of the identification methods, for the autoregressive modeling from the ambient vibration records, Soil Dynam. and Earthquake Engrg, 15(1), 45–49.
Kojic, S., M.D. Trifunac and J.C. Anderson (1984). A post earthquake response analysis of the Imperial County Services Building, Dept. of Civit Engrg, Report No. 84–01. Univ. of Southern California, Los Angeles, California.
Kojic, S. and M.D. Trifunac (1991). Earthquake stresses in Arch Dams: I — theory and anti plan e excitation, J. of Engrg Mech., ASCE, 117(3), 532–332.
Kojic, S. and M.D. Trifunac (1991). Earthquake stresses in Arch Dams: II — excitation by SV, P and Rayleigh Waves, J. of Engrg Mech., ASCE, 117(3), 553–574.
Liou, G: S. and Huang, P.H. (1994). Effects of tIexibility on impedarice functions for circular foundations, J. of Engng. Mech., ASCE, 120(7), 1429–1446.
Luco, J.E., H.L. Wong, and M.D. Trifunac (1986). Soil-structure interaction effects on forced vibration tests, Dept. of Civil Engrg, Report No. 86–05. University of Southern California. Los Angeles, California.
Luco, J.E., M.D. Trifunac and H.L. Wong (1987). On the apparent change in dynamic behaviour of a nine-story reinforced concrete building, Bull. Seism. Soc. Amer., 77(6). 1961–1983.
Moeen-Vaziri, N. and M.D. Trifunac (1988). Scattering and diffraction of plane SH-waves by two-dimensional inhomogeneities, Soil Dynam. and Earthquake Engrg, 7(4). 179–188.
Moeen-Vaziri, N. and M.D. Trifunac (1988). Scattering and diffraction of plane P and SV waves by two-dimensional inhomogeneities. Soil Dynam. and Earthquake Engrg, 7(4). 189–200.
Morassi, A. and N. Rovere (1997). Localizing a notch in steel frame from frequency measurement s, J. Engrg Mech., ASCE, 123(5), 422–432.
Moslem, K. and M.D. Trifunac (1986). Effects of soil structure interaction on the response of buildings during strong earthquake ground motions, Dept. of Civil Engrg, Report No. 862–04, Univ. of Southern California, Los Angeles, California.
Novikova, E.I. and M.D. Trifunac (1991). Instrument correction for the coupled transducer-Galvanometer systems, Dept. of Civil Engrg, Report No. 91-02. Univ. of Southern California, Los Angeles, California.
Novikova, E.I. and M.D. Trifunac (1992). Digital Instrument response correction for the force balance accelerometer, Earthquake Spectra. 8(3), 429–442.
Phinney, R., R. Gilman, and F. Press (1962). Progress report on a short period rotational seismometer, J. Ceophys. Res., 67(9).
Porcella, R.L., E.C. Etheredge, R.P. Maley, and A.V. Acosta (1994). Accelerograms record ed by USGS national Strong Motion Network Stations during M, = 6.6 Northridge California Earthquake of January 17. 1994, Open File Report 94-741, Dept. of the Interior, U.S. Geological Survey.
Shakal, A., M. Huang. R. Darragh, T. Cao R. Sherburne, P. Malhotra., C. Cramer, R. Synov, V. Graizer, G. Maldonado, C. Peterson and J. Wimpole (1994). CSMIP strong mot ion records from the Northridge, California, Earthquake of 17 January 1994, Report No. OSMS 94-07. Calif Dept. of Conservation, Div. of Miner and Geology, Sacramento, California.
Shibata, H, Shigeta, T. and Sone, A. (1976). A note on some results of observation of torsional ground motions and their respon5e analysis, Bull Earthquake Resistant Struct. Research Center, 10, 43–47.
Steinbrugge, K.V. (1982). Earthquakes, Volcanoes and Tsunamis, an anatomy of hazards, Scandia America Group, N.Y. N.Y.
Timoshenko, S.P. (1968). As I remember. Pan Nostrand, Princeton, New Jersey.
Todorovska, M.I. (1998). Cross-axis sensitivity of accelerographs with pendulum like transducers — mathematical model and the inverse problem, Earthquake Engrg and Struct. Dynam., 27(10), 1031–1051.
Todorovska, M.I. (1999). Base isolation by a soft first storey with inclined columns, J. Engrg Mech., ASCE, 125(4). 448–457.
Todorovska, M.I., and M.D. Trifunac (1989). Antiplane earthquake waves in long structures, J. Engrg Mech., ASCE, 115(12), 2687–2708.
Todorovska, M.I., and M.D. Trifunac (1990). A note on the propagation of earthquake waves in buildings with soft first ftoor, J. Engrg Mech., ASCE, 116(4), 892–900.
Todorovska, M.I., and M.D. Trifunac (1990). A note on excitation of long structures by ground waves, J. Engrg Mech., ASCE, 116(4), 952–964.
Todorovska, M.I., and M.D. Trifunac (1990). Analytical model for in-plane building-foundation-soil interaction: incident P-, SV-and Rayleigh waves, Dept. of Civil Engrg, Report No. 90-01. Univ. of Southern California, Los Angeles, California.
Todorovska, M.I. and M.D. Trifunac (1991). Radiation damping during two-dimensional building-soil interaction, Dept. of Civil Engrg, Report No. CE 91-01. Univ. of Southern California, Los Angeles, California.
Todorovska, M.I. and M.D. Trifunac (1992). Effects of the base input rocking on the relative response of long building s on embedded foundations, European Earthquake Engrg, Vol. VI-n.1, 36–46.
Todorovska, M.I. and M.D. Trifunac (1992). The system damping, the system frequency and the system response peak amplitudes during in-plane building-soil interaction, Earthquake Engrg and Struct. Dynam., 21(2), 127–144.
Todorovska, M.I. and M.D. Trifunac (1993). The effects of the wave passage on the response of base-isolated buildings on rigid embedded foundations, Dept. of Civil Engrg, Report No. CE 93-10. Univ. of Southern California, Los Angeles, California.
Todorovska, M.I., M.D. Trifunac and V.W. Lee (1988). Investigation of earthquake response of long buildings, Dept. of Civil Engrg, Report No. CE 88-02. Univ. of Southern California, Los Angeles, California.
Todorovska, M.I., E.I. Novikova, M.D. Trifunac and S.S. Ivanovic (1998). Advanced sensitivity calibration of the Los Angeles Strong Motion Array, Earthquake Engrg and Struct. Dynam., 27, 1053–1068.
Trifunac, M.D. (1970). Wind and microtremor induced vibrations of a 22-story steel frame building, Earthquake Engrg Res. Lab., Report EERL 70-Ol. Calif. Inst. of Tech., Pasadena, California.
Trifunac, M.D. (1970). Ambient vibration test of a 39-story steel frame building, Eaithq. Engrg Res. Lab., Report EERL 70-01. Calif. Inst. of Tech., Pasadena, California.
Trifunac, M.D. (1972). Comparison between ambient and forced vibration experiments, Earthq. Engrg and Struet. Dynam.,1, 133–150.
Trifunac, M.D. (1997). Differential earthquake motion of building foundations, J. of Structural Engrg. ASCE, 123(4), 414–422.
Trifunac, M.D. (1999). Period formulas for concrete shear buildings, Discussion of paper No. 16087 by Goel R. and A.K. Chopra, J. ojStruetural Engrg, ASCE (in press).
Trifunac, M.D. and M.I. Todorovska (1997). Response spectra for differential motion of columns, Earthquake Engrg and Struct. Dynam., 26(2), 251–268.
Trifunac, M.D. and M.I. Todorovska (1998). Amplification of ground motion and damage patterns during the 1994 Northridge, California, Earthquake, Proc. ASCE Specialty Conf. on Geotechnical Earthquake Eng. and Soil Dynamics, Seattle, Washington, Geotech. Special Publ. No. 75, ASCE, Vol. 1, 714–725.
Trifunac, M.D. and M.I. Todorovska (1998). Nonlinear soil response as a natural passive isolation mechanism — the 1994 Northridge, California, earthquake, Soil Dynam. and Earthquake Engrg, 17(1), 41–51.
Trifunac, M.D., V.W. Lee and M.I. Todorovska (1999). Common problems with automatic digitization of strong motion accelerograms, (submitted for publication).
Trifunac, M.D., S.S. Ivanovic, M.I. Todorovska, E.I. Novikova and A A. Gladkov (1999). Experimental evidence for flexibility of a building foundation supported by concrete friction piles, Soil Dynam. and Earthquake Engrg, 18(3), 169–187.
Udwadia, F.E. (1977). Uniqueness problems in structural identification from strong motion records, Proc. Sixth World Conf. On Earthquake Eng., Sarita Prakasan, Meerut, India, Vol. II, 1010–1015.
Udwadia, F.W. and M.D. Trifunac (1974). Time and amplitude dependent response of structures, Earthquake Engrg and Struct. Dynam., 2, 359–378.
Witson, E.L., J.P. Hollings and H.H. Dovey (1975). Three dimensional analysis of building systems, Earthquake Engrg Research Center, Report No. 75-13. Univ. of California, Berkeley.
Wang, D. and A. Haldar (1997). System identification with limited observations and without input, J. Engrg Mech., ASCE, 123(5), 504–511.
Ward, H.S. and R. Crawford (1966). Wind induced vibrations and building modes, Bull. Seism. Soc. Amer., 56. 793–813.
Wemer, S.D., L.C. Lee, N.L. Wong and M.D. Trifunac (1977). An evaluation of the effects of traveling seismic waves on the three-dimensional response of structures, Report R07720-4514. Agbabian Assoc., El Segundo, California.
Whitcomb, J. (1969). Detecting of SH-type seismic shear waves by means of angular accelerometers. Geol. Survey Professional Paper No. 599-D.
Wong, H.L., J.E. Luco and M.D. Trifunac (1977). Contact stresses and ground motion generated by soil-structure interaction. Earthquake Engrg and Struct. Dynam., S. 67–79.
Wunderlich, W., E. Stein and K.J. Bathe (editors) (1981). Nonlinear finite element analysis in structural mechanics, Proc. Europe-U.S. Workshop, Springer-Verlag, Berlin.
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Trifunac, M.D., Todorovska, M.I. (2001). Recording and interpreting earthquake response of fullscale structures. In: Erdik, M., Celebi, M., Mihailov, V., Apaydin, N. (eds) Strong Motion Instrumentation for Civil Engineering Structures. NATO Science Series, vol 373. Springer, Dordrecht. https://doi.org/10.1007/978-94-010-0696-5_9
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