Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones

Author:

Nielson Bryant G.,DesRoches Reginald

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. FHWA. National bridge inventory data. 2002

2. Evaluation of seismic vulnerability of highway bridges in the eastern united states;Mander,1992

3. Mander J.B., Kim D.K., Chen S.S., Premus G.J.. Response of steel bridge bearings to the reversed cyclic loading. Tech. Rep. NCEER 96-0014. NCEER; 1996

4. Basoz N., Kiremidjian S.. Risk assessment for highway transportation systems. Tech. Rep. NCEER-118. JohnA. Blume Earthquake Engineering Center; November 1996

5. Seismic performance of multi-span simply supported slab-on-girder steel highway bridges;Dicleli;Engineering Structures,1995

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