Seismic Performance Analysis of Multi-Span Simply Supported Bridges

Author:

John Sonam ,Talkeshwar Ray

Abstract

Multi-span simply supported (MSSS) bridges are extensively utilized worldwide, yet they often suffer damage or failure during earthquakes. This study employs three-dimensional bridge analysis and design software, CSiBridge, to analyze the seismic response of bridge. The investigation focuses on an existing concrete bridge subjected to the El Centro earthquake ground acceleration. Three distinct underlying soil conditions are considered to assess soil-structure interaction (SSI). Analysis of pier top displacements reveals that bridges with linear horizontal layouts may exhibit minimal displacements and limited impact from soil-structure interaction. However, configurations with irregular horizontal layouts result in notable displacements. This research sheds light on the dynamic behavior of bridges and emphasizes the significance of considering geometric variations in seismic analysis.

Publisher

Technoscience Academy

Reference16 articles.

1. Aviram, A; Mackie, KR and Stojadinović, B. 2008. Guidelines for Non-Linear Analysis of Bridge Structures. Report 2008/03. Pacific Earthquake Engineering Research Center (PEER).

2. Bi, K and Hao, H. 2011. 3D Pounding Analysis Between Decks and at Abutments of a Bridge Structure to Multi-component Spatially Varying Ground Motions, Australian EQ Engg. Society Conf.

3. California Dept. of Transportation (CALTRANS). 2004. Seismic Design Criteria, Sacramento, USA.

4. Craner, A; Dogan, E and Zia, P. 2002. Seismic Performance of Multisimple-span Bridges Retrofitted with Link Slabs, Journal of Bridge Engineering, 7(2), pp. 85–93.

5. Dicleli, M. 1996. Seismic Performance of Multi-Span Simply Supported Highway Bridges Having Steel Columns, World Conference on Earthquake Engineering (1996).

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