用高强度螺纹杆连接的预制剪力墙的抗震性能

IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Peijun Wang, Tianxi Cheng M.S., Huai Wang M.S., Jingwang Liu M.S., Shuo Li M.S., Lei Wu M.S.
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引用次数: 0

摘要

本文研究了用高强度螺纹杆(HSTR)连接的预制剪力墙(PSW)的抗震性能。对两个全尺寸剪力墙试件进行了循环滞回试验,以确定其抗震性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Seismic Performance of Precast Shear Walls Connected by High-strength Threaded Rods
This paper investigates the seismic performance of precast shear walls (PSWs) connected by high-strength threaded rods (HSTRs). Two full-scale shear wall specimens were subjected to cyclic hysteres...
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来源期刊
Structural Engineering International
Structural Engineering International CONSTRUCTION & BUILDING TECHNOLOGY-ENGINEERING, CIVIL
CiteScore
2.60
自引率
9.10%
发文量
78
审稿时长
6-12 weeks
期刊介绍: The aim of the Association is to exchange knowledge and to advance the practice of structural engineering worldwide in the service of the profession and society.
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