System reliability evaluation of long-span cable-stayed bridges

2010 ◽  
Vol 97 (28) ◽  
pp. 57-63
Author(s):  
Jin Cheng ◽  
Xiao-luan Liu ◽  
Ru-cheng Xiao
2014 ◽  
Vol 578-579 ◽  
pp. 1542-1550 ◽  
Author(s):  
Bing Bai ◽  
Qing Hua Zhang ◽  
Qiao Li

Balanced cantilever construction phases are of great importance for the total life cycle processes of super long-span cable-stayed bridges. For assessment purpose, a systematic study on the reliability evaluation of these phases is carried out. Taking Sutong bridge as the sample structure studied, a series of load and resistance models are then established on the basis of field measurement. Using all these achievements, a typical phase of girder segment 6# lifting is chosen for reliability evaluation. Results of the analysis show that the established models are quite representative and reflect actual random nature perfectly. Furthermore, compared with pylon and stay cables the stiffening girder seems more likely to fail in accordance with reliability index. The major failure mode of it in terms of present analysis is the stability failure due to the action of bending and axial load. Nonetheless, the components on the whole are still in a high level of reliability, which can guarantee the proceeding of construction with efficiency.


2021 ◽  
Vol 36 (6) ◽  
pp. 2895-2921
Author(s):  
Lechang Yang ◽  
Pidong Wang ◽  
Wenhua Zhao ◽  
Chenxing Wang ◽  
Xiuli Wu ◽  
...  

2019 ◽  
Vol 45 (5) ◽  
pp. 3569-3579
Author(s):  
Shengjiang Sun ◽  
Kuihua Mei ◽  
Yiming Sun ◽  
Bo Li ◽  
Huanzi Huang

2016 ◽  
Vol 19 (11) ◽  
pp. 1797-1812 ◽  
Author(s):  
Jian Zhong ◽  
Yutao Pang ◽  
Jong-Su Jeon ◽  
Reginald DesRoches ◽  
Wancheng Yuan

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