Investigating parameters and ultimate load-bearing performance of novel anchor-box type cable–girder anchoring structure for large-span cable-stayed bridges-Reference-Cited by-同舟云学术

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Investigating parameters and ultimate load-bearing performance of novel anchor-box type cable–girder anchoring structure for large-span cable-stayed bridges

Published:2024-08 Issue: Volume:313 Page:118289
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wu Lemou,Cui Chuang,Xie Yingjie,Zhang Qinghua,Liu Jiao

Publisher

Elsevier BV

Reference40 articles.

1. Anchorage plates for cable-stayed bridges;Heins;Comp Struct,1984

2. Analyses of stresses and force transmission route in box-shaped anchorage zone for cable-stayed bridges;Zhang;J Southwest Jiaotong Univ,2006

3. CCCC Highway Consultants. Specifications for design of highway steel bridge: JTG D64-2015 2015.

4. Experiment and theoretic research on cable–girder anchorage structure of long span steel cable-stayed bridges.;Man;Geotech Spec Publ,2011

5. Fatigue performance of anchorage zone for long-span single pylon cable-stayed bridge;Wei;J Southwest Jiaotong Univ,2011

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