Seismic Performance of Precast Shear Walls Connected by High-strength Threaded Rods

IF 1.1 4区工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY

Structural Engineering International Pub Date : 2024-02-19 DOI:10.1080/10168664.2023.2290604

Peijun Wang, Tianxi Cheng M.S., Huai Wang M.S., Jingwang Liu M.S., Shuo Li M.S., Lei Wu M.S.

引用次数: 0

Abstract

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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用高强度螺纹杆连接的预制剪力墙的抗震性能

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。

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来源期刊

Structural Engineering International CONSTRUCTION & BUILDING TECHNOLOGY-ENGINEERING, CIVIL

CiteScore

2.60

自引率

9.10%

发文量

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.