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IssuesArchive of Issues2002-4pp.127-135

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V. V. Bolotin and O. V. Trifonov, "On the pounding of structures during strong earthquakes," Mech. Solids. 37 (4), 127-135 (2002)
Year 2002 Volume 37 Number 4 Pages 127-135
Title On the pounding of structures during strong earthquakes
Author(s) V. V. Bolotin (Moscow)
O. V. Trifonov (Moscow)
Abstract The pounding of structures during strong earthquakes is considered with nonlinear deformation, damage of bearing members, and large relative displacements being taken into account. The consideration is based on the rigid-collapsing model in which all effects of damage, fracture, and local loss of stability are concentrated in most stressed zones (for example, lower storey in multistorey buildings), while the other parts of the structure are treated as rigid bodies. To study ambivalent character of the pounding, the behavior of two adjacent multistorey buildings is compared with the behavior of an isolated building. Mutual pounding of adjacent buildings with different number of storey is considered. In particular, the process of collapse of a multistorey building resulting from the impact interaction of this building with an adjacent building with a reduced number of storey is modeled.
References
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2.  V. V. Bertero, "Observations on structural pounding," in Proc. Intern. Conf. "The Mexico Earthquakes," pp. 264-278, ASCE, New York, 1987.
3.  J. P. Wolf and P. E. Skrikerud, "Mutual pounding of adjacent structures during earthquakes," Nucl. Engng and Design, Vol. 57, No. 2, pp. 253-275, 1980.
4.  M. Bensef, G. Pironneau, and J. G. Sieffert, "Parametric investigation of structural behaviour of single and multistorey systems during shock," in G. Augusti et al. (Editors), Structural Dynamics-Eurodyn'96, pp. 71-82, Balkema, Rotterdam, 1996.
5.  F. Naeim (Editor), The Seismic Design Handbook, Van Nostrand Reinhold, New York, 1989.
6.  V. V. Bolotin and O. V. Trifonov, "Limiting performance analysis of structures for unsteady dynamic excitations," Izv. AN. MTT [Mechanics of Solids], No. 1, pp. 134-142, 2001.
7.  V. V. Bolotin, "Seismic risk assessment for structures with the Monte Carlo simulation," Probabilistic Engineering Mechanics, Vol. 8, No. 3/4, pp. 169-177, 1993.
8.  V. V. Bolotin, V. P. Rodin, V. P. Chirkov, "Application of the method of statistical modeling to assess seismic risk of structures," Izv. AN. MTT [Mechanics of Solids], No. 6, pp. 168-175, 1997.
9.  J. A. Tiondro, P. J. Moss, and A. J. Carr, "Seismic P−Δ effects in medium height moment resisting steel frames," Eng. Struct., Vol. 14, No. 2, pp. 75-90, 1992.
10.  Ch. Glocker and F. Pfeiffer, Multibody Dynamics with Unilateral Constraints, Wiley, New York, 1996.
11.  V. V. Bolotin, "Statistical theory of seismic stability of structures," Izv. AN SSSR. ONT. Mekhanika i Mashinostroenie, No. 4, pp. 123-129, 1959.
12.  V. V. Bolotin, Statistical Methods in Structural Mechanics [in Russian], Stroiizdat, Moscow, 1965.
13.  V. V. Bolotin, Prediction of Service Life of Machines and Structures [in Russian], Mashinostroenie, Moscow, 1984.
14.  O. V. Trifonov, "Structural stability of tower type structures during intensive seismic excitations," Problemy Mashinostroeniya i Nadezhnosti Mashin, No. 1, pp. 106-112, 2000.
Received 15 March 2001
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