Seismic performance of a cable-stayed bridge crossing strike-slip faults

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 289-302
Author(s):  
Yitong Gu ◽  
Junjun Guo ◽  
Xinzhi Dang ◽  
Wancheng Yuan
Keyword(s):  
Seismic Performance ◽  
Strike Slip ◽  
Cable Stayed Bridge ◽  
Bridge Crossing

Study on Dynamic Behavior and Seismic Performance of Cable-Stayed Bridge with Different Auxiliary Pier Positions

2014 ◽  
Vol 587-589 ◽  
pp. 1655-1658
Author(s):  
Bu Yu Jia ◽  
Xiao Lin Yu ◽  
Kang Huang ◽  
Quan Sheng Yan
Keyword(s):  
Dynamic Behavior ◽  
Seismic Performance ◽  
Bending Moment ◽  
Cable Stayed Bridge ◽  
Pile Caps

Choosing the Panzhong Bridge of the Guangzhongjiang highway as the research object, the dynamic behavior and seismic performance of cable-stayed bridge with different auxiliary pier positions were studied. The results show that the position of the auxiliary pier has limited influence on dynamic behavior. Under the action of the earthquake, auxiliary pier restricts the deformation of side span effectively and reduces the bending moment at bottom of the pile caps.

Vibration Behaviour and Seismic Performance of a Steel Cable-Stayed Bridge with Low-Rise Pylons

2014 ◽  
Vol 102 (40) ◽  
pp. 356-363
Author(s):  
Tongxiang An ◽  
Osamu Kiyomiya ◽  
Vu Hoang
Keyword(s):  
Seismic Performance ◽  
Steel Cable ◽  
Cable Stayed Bridge

scholarly journals Seismic performance of long cable-stayed bridge with various time history loading using finite element method

2020 ◽  
Vol 479 ◽  
pp. 012005
Author(s):  
Nabila Huda Aizon ◽  
Azlan Adnan ◽  
Mohd Zamri Ramli ◽  
Norazah Arjuna ◽  
Asmawisham Alel ◽  
...  
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Seismic Performance ◽  
Time History ◽  
Cable Stayed Bridge ◽  
Element Method
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