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[期刊论文] 作者：杨庆山,M.Saiid Saiidi,
来源：地震工程与工程振动 年份：2004
A linear response history analysis method is used to determine the influence of three factors: geometric incoherency, wave-passage, and local site characteristi...
Computational studies on the seismic response of the State Route 99 bridge in Seattle with SMA/ECC p
[期刊论文] 作者：Jiping GE,M.Saiid SAIIDI,Sebastian VARELA,
来源：结构与土木工程前沿 年份：2019
This paper reports a computational study on the seismic response of a three-span highway bridge system incorporating conventional and novel substructure details...
[期刊论文] 作者：杨庆山,M.Saiid Saiidi,王航,Ahmad It,
来源：地震工程与工程振动：英文版 年份：2002
A linear response history analysis method is used to determine the influence of three factors: geometric incoherency, wave-passage, and local site characteristi...
Pretest analysis of shake table response of a two-span steel girder bridge incorporating accelerated
[期刊论文] 作者：Elmira SHOUSHTARI,M.Saiid SAIIDI,Ahmad ITANI,Mohamed A.MOUSTAFA,
来源：结构与土木工程前沿 年份：2020
This paper presents pretest analysis of a shake table test model of a 0.35-scale,two-span,steel plate girder bridge.The objective of pretest analysis was to obt...
[期刊论文] 作者：杨庆山,M.Saiid Saiidi,王航,Ahmad Itani,,
来源：Earthquake Engineering and Engineering Vibration 年份：2002
A linear response history analysis method is used to determine the influence of three factors:geometricincoherency,wave-passage,and local site characteristics on the response of lnulti-support structu...
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