Flexural performance of partially encased steel-concrete composite beams with web opening-Reference-Cited by-同舟云学术

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Flexural performance of partially encased steel-concrete composite beams with web opening

Published:2024-06 Issue: Volume:64 Page:106666
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Liang Jiongfeng,Zou Wanjie,Wang Caisen,Li Wei

Publisher

Elsevier BV

Reference32 articles.

1. Concrete-steel composite coupling beams. I: component testing;Gong;J Struct Eng,2001

2. Experimental study on flexural bearing capacity of prefabricated and assembled partially encased composite beams;Liang;J Build Struct,2021

3. Partially-encased composite thin-walled steel beams;Kvočáka;Proced Eng,2012

4. Concrete-steel composite coupling beams. II: subassembly testing and design verification;Gong;J Struct Eng,2001

5. Flexural performance of hollow-core partially-encased composite beams;Ye;J Build Eng,2022

Cited by 3 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. Experimental and finite element evaluations of single-T composite cold-formed steel beam with concrete slab;Engineering Structures;2024-11

2. Seismic performance of frame with middle partially encased composite brace and steel-hollow core partially encased composite spliced frame beam;Journal of Building Engineering;2024-10

3. Study on Vibration and Noise of Railway Steel–Concrete Composite Box Girder Bridge Considering Vehicle–Bridge Coupling Effect;Buildings;2024-08-14

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