Optimization method for the length of the outsourcing concrete working plane on the main arch rib of a rigid-frame arch bridge based on the NSGA-II algorithm-Reference-Cited by-同舟云学术

Optimization method for the length of the outsourcing concrete working plane on the main arch rib of a rigid-frame arch bridge based on the NSGA-II algorithm

Published:2024-01 Issue: Volume:59 Page:105767
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Fan Yonghui,Xin Jingzhou,Yang Ligui^ORCID,Zhou Jianting,Luo Chao,Zhou Yin,Zhang Haoqi

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference45 articles.

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4. Construction control of reinforced concrete arch bridges;Au;J Bridge Eng,2003

5. Non-linear stability analysis of concrete arch bridge with stiff skeleton of concrete-filled steel tubes during construction;Xie;China Civ Eng J,2000

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