Seismic resistance assessment of multi-span continuous bridge in Vietnam by dynamic response analysis

Author:

Viet Hung Tran,Kiyomiya Osamu,An Tongxiang

Abstract

<p>The response of the bridge subjected to seismic excitation can be evaluated by dynamic response analysis method. Vietnam is located at moderate seismic area; however, the seismic design has been introduced to secure the essential and important bridges. In this study, a typical concrete girder bridge in Vietnam (multiple frames in the longitudinal direction) is used to seismic resistance evaluations. These evaluations are performed by performing nonlinear dynamic response analysis on FEA method. It is found that the stopper and the rubber gasket influence on response of the bridge during Level 1 and Level 2 earthquakes.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference12 articles.

1. 22TCN 272-05, Specification for Bridge Design, Ministry of Transport of Vietnam, 2005.

2. TCXDVN 375: 2006, Design of Structures for Earthquake Resistance, Vietnam Ministry of Construction, 2006.

3. Specification of Highway Bridges, Part V seismic design, Japan Road Association, 2002.

4. Assessment of seismic hazard at the construction site of Nhat Tan Bridge and adjacent areas,Vietnamese Academy of Science and Technology, Institute of Geophysics, 2007.

5. AASHTO, Load and resistance factor design (LRFD) specifications for highway bridges,American Association of State Highway and Transportation Officials, Washington (DC), 1998.

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