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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 39
ADVANCES IN FINITE ELEMENT TECHNOLOGY
Edited by: B.H.V. Topping
Paper IX.4

Simplified Procedure for the Nonlinear Seismic Analysis of Bridges

F. Montans and E. Alarcon

Department of Structural Mechanics and Industrial Constructions, Technical University of Madrid, Madrid, Spain

Full Bibliographic Reference for this paper
F. Montans, E. Alarcon, "Simplified Procedure for the Nonlinear Seismic Analysis of Bridges", in B.H.V. Topping, (Editor), "Advances in Finite Element Technology", Civil-Comp Press, Edinburgh, UK, pp 371-377, 1996. doi:10.4203/ccp.39.9.4
Abstract
The severe accidents suffered by bridges during recent earthquake show that more careful analysis are needed to guarantee their behaviour. In particular simplified non-linear analysis could be useful to bridge the gap between theoretical research and practical applications. This paper presents one of those simplified methods that can be applied for first designs or to retrofitting of groups of bridges.

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