Seismic behavior of a novel steel-encased beam-end connection (SEBC) between precast RC beam-CFST column for simple on-site assembly-Reference-Cited by-同舟云学术

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Seismic behavior of a novel steel-encased beam-end connection (SEBC) between precast RC beam-CFST column for simple on-site assembly

Published:2024-07 Issue: Volume:88 Page:109197
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Feng Liyu,Wang Xuanding,Liao Yue^ORCID,Liu Jiepeng,Zhou Xuhong,Chen Xiaohu,Chung Kwok-Fai

Funder

National Natural Science Foundation of China

Chongqing Natural Science Foundation

Publisher

Elsevier BV

Reference32 articles.

1. Seismic performance of high-strength anchor rebar column-foundation connection for CFST;Wang;J. Constr. Steel Res.,2020

2. Seismic behavior of circular CFST columns with different internal constructions;Dong;Eng. Struct.,2022

3. Behavior of short circular tubed-reinforced-concrete columns subjected to eccentric compression;Wang;Eng. Struct.,2015

4. Circular concrete-encased concrete-filled steel tube (CFST) stub columns subjected to axial compression;Li;Mag. Concr. Res.,2016

5. Technical Code for Concrete Filled Steel Tubular Structures,2014

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