A PERFORMANCE-BASED SEISMIC DESIGN METHODOLOGY FOR STEEL BRIDGE SYSTEMS
2009 ◽
Vol 03
(03)
◽
pp. 175-193
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Keyword(s):
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.
1995 ◽
Vol 24
(9)
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pp. 1247-1266
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2012 ◽
Vol 193-194
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pp. 1079-1085
2007 ◽
Vol 11
(2)
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pp. 105-113
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2020 ◽
Vol 9
(12)
◽
pp. 69-83
2003 ◽
Vol 25
(14)
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pp. 1803-1813
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1996 ◽
Vol 33
(1)
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pp. A38