Experimental study on flexural and seismic performances of RC members with non-rebar-contact ECC joints-Reference-Cited by-同舟云学术

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Experimental study on flexural and seismic performances of RC members with non-rebar-contact ECC joints

Published:2023-12 Issue: Volume:19 Page:e02635
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Chen Jiaxin,Xue Huiqing,Xia Chunlei,Huang Xuehong,Yu Jiangtao,Yu Qiong,Xu Xuejing,Wei Yutong

Funder

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Science and Technology Commission of Fengxian District, Shanghai Municipality

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference40 articles.

1. Factors impeding the offsite production of housing construction in China: an investigation of current practice;Zhai;Constr. Manag Econ.,2014

2. A practical multiscale modeling strategy to model wet-type beam–column connections for seismic analysis of precast RC frame structures;Zhang;Soil Dyn. Earthq. Eng.,2023

3. Longitudinal shear behavior and design method of UHPC connection for prefabricated slabs in composite beams;Wang;Eng. Struct.,2023

4. Tensile behavior of half grouted sleeve connection at elevated temperatures;Zhang;Constr. Build. Mater.,2018

5. Non-proprietary bar splice sleeve for precast concrete construction;Henin;Eng. Struct.,2015

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. Seismic behavior of assembled concrete bridge piers with hybrid joint connections;2024-06-21

2. The action of heated RC joints strengthened with a novel strategy combined CFRP and SSEMSM under a quasi-static cyclic load;Engineering Structures;2024-06

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