Numerical and experimental investigations on the Park-Ang damage index for high-speed railway bridge piers with flexure failures

2019 ◽  
Vol 201 ◽  
pp. 109851 ◽  
Author(s):  
Shanshan Cao ◽  
Lizhong Jiang ◽  
Biao Wei
2012 ◽  
Vol 594-597 ◽  
pp. 1489-1493
Author(s):  
Heng Li ◽  
Hong Duan ◽  
Xiao Zhen Li ◽  
Chun Sheng Shan

Based on the theory of vehicle-bridge coupled vibrations, the influence of transverse linear stiffness of double column piers on dynamic response of the train and bridge is investigated. A dynamic model of vehicle-bridge coupled system is established to analyze a high-speed railway bridge by BDAP software (Bridge Dynamic Analysis Program). By comparing the dynamic responses of piers which have different transverse linear stiffness, the characteristics of the relationship between the transverse linear stiffness of pier, the height of pier and transverse dynamic response are summarized, additionally some suggested values for transverse linear stiffness of piers are given to offer guidance for the design and construction of high-speed railway bridge.


2016 ◽  
Vol 10 (4) ◽  
pp. 488-498 ◽  
Author(s):  
Xin Liang ◽  
Qian-gong Cheng ◽  
Jiu-jiang Wu ◽  
Jian-ming Chen

2014 ◽  
Vol 102 (35) ◽  
pp. 601-608
Author(s):  
Zhe Liu ◽  
Helin Fu ◽  
Liang Li ◽  
Yangshao Liu

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