Affiliation:
1. Department of Civil Engineering, Meijo University, Nagoya 468-8502, Japan
Abstract
This paper outlines a performance-based seismic design methodology for steel bridge systems. Two kinds of menus are proposed. The first is the displacement-based evaluation method which compares the response displacement with the ultimate displacement, and the second is the strain-based evaluation method which compares the response strain and the ultimate strain. Moreover, the seismic required performance matrix for bridge structures and soundness matrix for members are presented and discussed.
Publisher
World Scientific Pub Co Pte Lt
Subject
Geophysics,Geotechnical Engineering and Engineering Geology,Oceanography
Cited by
37 articles.
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