Large scale fire resistance tests of prestressed continuous steel–concrete composite beams to evaluate the effects of geometric imperfections-Reference-Cited by-同舟云学术

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Large scale fire resistance tests of prestressed continuous steel–concrete composite beams to evaluate the effects of geometric imperfections

Published:2023-05 Issue: Volume:186 Page:110709
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhou Huanting^ORCID,Wang Zhengzheng,Naser M.Z.,Zheng Zhiyuan

Funder

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, South China University of Technology

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Structural Fire Engineering;Kodur,2020

2. Elastic lateral-torsional buckling of simply supported hot-rolled steel I-Beams with random imperfections;Kala;Procedia Eng.,2013

3. Influence of initial geometrical imperfections on thermal stability of laminated composite plates using layerwise finite element;Cetkovic;Compos. Struct.,2022

4. Influence of combined imperfections on lateral–torsional buckling behaviour of pultruded FRP beams;Nguyen;Compos. Struct.,2023

5. Imperfection sensitivity analysis of the nonlinear stability of composite beams – Numerical and experimental investigations;Kubiak;Composites B,2016

Cited by 2 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. The performance analysis of the reinforced concrete frame structure under actual fire conditions based on the multi-scale model;Results in Engineering;2024-09

2. Residual shear behaviour of steel-concrete composite girders after fire exposure: Experimental and numerical study;Thin-Walled Structures;2023-11

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