Effects of SSI on seismic responses of unequal height pier bridge
Effects of SSI on seismic responses of unequal height pier bridge
复制标题
SSI对不等高墩桥地震反应的影响
DOI：
10.21595/jve.2017.17412
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发表时间：
2017-08
影响因子：
1
通讯作者：
吕杨
中科院分区：
文献类型：
--
作者：
吕杨
Based on the secondary development of LS-DYNA program, the nonlinear dynamic p-y model and Bonora damage material model of steel were applied in the main program. Taking a four-span approach bridge as an example, the plastic damage model of the upper bridge and four simplified bridge pile-foundation models, including beam on Winkler foundation model, effective length pile model, total pile model considering soil-structure interaction (SSI) and no pile model, were introduced. The earthquake motions obtained by a free-field analysis were applied to the different depth of pile profile. The free vibration characteristics, displacement, internal force and damage under different levels of earthquake motions were analyzed. The stress-strain curve of different depth of p-y elements and pile deflection of Winkler-methods model were discussed. Analysis results indicated that the structure responses are different among the four pile-foundation models, the responses of the bridge in longitudinal and transverse directions are totally different, and the p-y model can be used to simulate the bridge precisely.
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影响因子：
5
作者：
S. Wang;B. Kutter;M. Chacko;D. Wilson;R. Boulanger;A. Abghari
通讯作者：
S. Wang;B. Kutter;M. Chacko;D. Wilson;R. Boulanger;A. Abghari
DOI：
10.4043/3820-ms
发表时间：
1980
期刊：
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影响因子：
--
作者：
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通讯作者：
T. Kagawa
影响因子：
4
作者：
M. Falamarz-Sheikhabadi;A. Zerva
通讯作者：
M. Falamarz-Sheikhabadi;A. Zerva
DOI：
--
发表时间：
1978-06
期刊：
ArXiv
影响因子：
--
作者：
H. Matlock;S. Foo;Bryant
通讯作者：
H. Matlock;S. Foo;Bryant
影响因子：
2.4
作者：
P. Kavitha;K. Beena;K. Narayanan
通讯作者：
P. Kavitha;K. Beena;K. Narayanan