Case study on stability performance of asymmetric steel arch bridge with inclined arch ribs-Reference-Cited by-同舟云学术

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Case study on stability performance of asymmetric steel arch bridge with inclined arch ribs

Published:2015-01-25 Issue:1 Volume:18 Page:273-288
ISSN:1229-9367
Container-title:Steel and Composite Structures
language:en
Short-container-title:Steel Compos. Struct.

Author:

Hu Xinke,Xie Xu,Tang Zhanzhan,Shen Yonggang,Wu Pu,Song Lianfeng

Publisher

Techno-Press

Subject

Metals and Alloys,Building and Construction,Civil and Structural Engineering

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Research on the Mechanical Performance of a Mountainous Long-Span Steel Truss Arch Bridge with High and Low Arch Seats;Buildings;2023-12-06

2. Validity of the Nielsen-type hanger arrangement in spatial arch bridges with straight decks;STEEL COMPOS STRUCT;2023

3. Effects of pre-fatigue damages on ultimate strength of steel columns: From material to structure;Journal of Constructional Steel Research;2022-08

4. Wind-Induced Response Analysis for a Fatigue-Prone Asymmetric Steel Arch Bridge with Inclined Arch Ribs;Advances in Materials Science and Engineering;2022-03-24

5. Progressive-models method for evaluating interactive stability of steel box girders for bridges – Extension of progressive collapse method in ship structures;Structures;2021-10

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