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IssuesArchive of Issues2001-4pp.102-107

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O. V. Novikova and O. V. Trifonov, "Influence of damage accumulation on the seismic response of structures," Mech. Solids. 36 (4), 102-107 (2001)
Year 2001 Volume 36 Number 4 Pages 102-107
Title Influence of damage accumulation on the seismic response of structures
Author(s) O. V. Novikova (Moscow)
O. V. Trifonov (Moscow)
Abstract The influence of damage accumulation in load carrying structures on their dynamic behavior under intensive seismic excitations and properties of these structures after an earthquake is investigated. The model of elastoplastic deformation of inter-storey blocks is used which takes into account the strain and cyclic softening and stiffness degradation during unloading. The acceleration of the foundation is represented as a sample of a stationary random process with prescribed spectral density multiplied by the pseudo-envelope. Particular attention is given to the influence of the damage on the maximum absolute displacements and inter-storey shifts, and also on the parameters of the final state. It is established that the stiffness degradation under quasistatic horizontal forces and decrease in the natural frequencies of a damaged structure can be used as diagnostic parameters to assess the state of the structure after an intensive seismic excitation.
References
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3.  V. V. Bolotin, V. P. Radin, O. V. Trifonov and V. P. Chirkov, "Influence of seismic load spectrum on the dynamic response of structures," Izv. AN. MTT [Mechanics of Solid], No. 3, pp. 150-158, 1999.
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14.  V. V. Bolotin, "Structural integrity under stochastic loading in the area of small probabilities," in H. Ziegler and G. I. Schuëller (Editors), Nonlinear Stochastic Dynamic Engineering Systems. IUTAM Symp. Innsbruck, pp. 269-281, Springer, Berlin, 1988.
15.  L. S. Beedle (Editor), Advances in Tall Buildings. Council on Tall Buildings and Urban Habitat, Van Nostrand Reinhold, New York, 1986.
Received 22 March 1999
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