Bearing capacity of horizontal joints of UHPC prefabricated shear walls with vertical bars splicing by cold-extrusion sleeves-Reference-Cited by-同舟云学术

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Bearing capacity of horizontal joints of UHPC prefabricated shear walls with vertical bars splicing by cold-extrusion sleeves

Published:2024-07 Issue: Volume:20 Page:e02997
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Tong Xiaolong,Zhou Yongling,Gan Luo,Wu Jianliang,Guo Huajing

Publisher

Elsevier BV

Reference28 articles.

1. Seismic performance of precast frame with UHPC composite beams and HSC columns under cyclic loadings;Zhang;Eng. Struct.,2024

2. Experimental study on seismic behavior of precast shear walls with partial vertical distributed steel bars pressed sleeve splicing;Ningbo;China Civ. Eng. J.,2016

3. Tests on seismic behavior of precast RC shear walls with vertical rebar splicing by pressed sleeve;Ningbo;J. Build. Struct.,2016

4. Experimental study on seismic behavior of precast RC shear walls connected by extruding steel sleeves and rebars;Guangbin;J. Build. Struct.,2021

5. Application of ultra-high-performance concrete in engineering structures;Xudong;China Civ. Eng. J.,2021

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