Study on bond-slip mechanism and interface shear transfer of corrugated web PEC columns with studs-Reference-Cited by-同舟云学术

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Study on bond-slip mechanism and interface shear transfer of corrugated web PEC columns with studs

Published:2024-01 Issue: Volume:413 Page:134899
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wang Wei^ORCID,Mi Jiaxin,Zhu Baijie,Chen Yongsheng,Xu Jian,Jia Yu

Publisher

Elsevier BV

Reference32 articles.

1. Fire behavior of steel and partially encased composite columns embedded on walls;Rocha;J. Constr. Steel Res.,2018

2. Compressive behaviour of ECC confined concrete partially encased steel composite columns using high strength steel;Khan;Constr. Build. Mater.,2020

3. Protected steel columns vs partially encased columns: fire resistance and economic considerations;Piquer;J. Constr. Steel Res.,2016

4. Behaviour of CFRP strips confined partially encased concrete columns under axial compressive load;Liang;Compos. Struct.,2021

5. The composite steel reinforced concrete column under axial and seismic loads: a review;Mostafa;Int. J. Steel Struct.,2019

Cited by 1 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. Seismic Performance of Steel-Reinforced High Strength Concrete Joints Considering Bond Slip Effect;Buildings;2024-06-10

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