Analyzing the Influence of Pile - Soil - Structure Interaction on Seismic Response of Cable-Stayed Bridge Tower
2010 ◽
Vol 168-170
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pp. 2580-2589
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Keyword(s):
This paper instancing of Harbin Sifangtai Cable-Stayed Bridge, simulates two kinds of non-linear bridge tower model considering the pile - soil - structure interaction and not considering using ABAQUS6.8 software. By comparing the frequency, modal, displacement of the tower top, acceleration of the bridge tower and stress of the tower bottom under two circumstances, analyzing and obtaining the conclusion that the seismic response results will be very different to a long-span Cable-Stayed Bridge, whether considering the pile - soil - structure interaction or not.
2013 ◽
Vol 5
(1)
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pp. 8
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2014 ◽
Vol 539
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pp. 731-735
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Keyword(s):
2019 ◽
Vol 125
◽
pp. 105755
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1995 ◽
Vol 14
(6)
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pp. 427-437
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Keyword(s):
1984 ◽
Vol 21
(1)
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pp. A29
1996 ◽
Vol 33
(5)
◽
pp. A231
Keyword(s):
2002 ◽
Vol 22
(8)
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pp. 639-658
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Keyword(s):
2013 ◽
Vol 353-356
◽
pp. 1941-1945
1982 ◽
Vol 1982
(322)
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pp. 51-61