Forward iterative algorithm for fabrication geometry of steel girders in cable-stayed bridges-Reference-Cited by-同舟云学术

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Forward iterative algorithm for fabrication geometry of steel girders in cable-stayed bridges

Published:2024-05-07 Issue: Volume: Page:1-18
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Huang Gen¹^ORCID,Yan Donghuang¹,Chen Changsong¹,Ling Lihua²,Wang Jin³,She Qincong¹⁴,Yi Zhuangpeng¹

Affiliation:

1. School of Civil Engineering, Changsha University of Science and Technology, Changsha, China

2. Hunan Provincial Expressway Group Co., Ltd, Changsha, China

3. China Design Group Co., Ltd, Nanjing, China

4. College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2345281

Reference30 articles.

1. Size and post-tensioning cable force optimization of cable-stayed footbridge

2. Comparison of local fatigue assessment methods for high-quality butt-welded joints made of high-strength steel

3. Coupled nonlinear and time-dependent analysis for long span cable-stayed bridges

4. Equivalent Plane Algorithm for Static Analysis of Cable-Stayed Bridge with Spatial Cables

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