Transverse seismic response of diamond-shaped pylon in cable-stayed bridge: Experiment and analysis

2022 ◽  
Vol 250 ◽  
pp. 113414
Author(s):  
Chao Zhang ◽  
Jianian Wen ◽  
Qiang Han ◽  
Xiuli Du ◽  
Zhichao Lai ◽  
...  
2014 ◽  
Vol 539 ◽  
pp. 731-735 ◽  
Author(s):  
Yu Chen

In this thesis, based on the design of a 140+90m span unusual single tower and single cable plane cable-stayed bridge, free vibration characteristics and seismic response are investigated; three dimensional finite element models of a single tower cable-stayed bridge with and without the pile-soil-structure interaction are established respectively by utilizing finite element software MIDAS/CIVIL, seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. By the comparison of the data analysis, for small stiffness span cable-stayed bridge, the pile-soil-structure interaction can not be ignored with calculation and analysis of seismic response.


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