Performance evaluation of precast vertical wall connections featuring an innovative locking bar under cyclic loading

IF 3.9 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
S. Hemamalini, R. Vidjeapriya
{"title":"Performance evaluation of precast vertical wall connections featuring an innovative locking bar under cyclic loading","authors":"S. Hemamalini,&nbsp;R. Vidjeapriya","doi":"10.1617/s11527-025-02728-4","DOIUrl":null,"url":null,"abstract":"<div><p>The incorporation of precast structural wall connections is essential in the construction of buildings, serving to ensure structural stability against lateral forces. To assure the efficiency and permanent performance of these precast structural wall connections, it is imperative to observe appropriate design, detailing, and construction techniques. This study explores four distinct connection designs implemented between shear walls. This specific type of connections presents numerous benefits, such as an ability to bear heavy loads, ease of construction, and enhanced resistance to seismic activity. The purpose of this study is to assess vertical wall-to-wall connectors seismic performance for following four connection methods: (1) Staggered Loop bar with Shear Key (SL-SK), (2) U-bar Hook with Shear Key (UH-SK), (3) U-bar Hook with Locking bar (UH-LB), and (4) U-bar Hook with Shear Key and Locking bar (UH-SK-LB). The research conducted a comparative analysis of the mechanical characteristics, encompassing load bearing capacity, stiffness degradation, hysteretic response, ductility, viscous damping ratio, and energy dissipation for all four connection types. The results indicated that the (SL-SK) specimen demonstrated excellent ductile behavior, a higher ultimate load capacity, and improved energy dissipation performance. These attributes were influenced by the trapezoidal design of the shear key with a 45° tooth angle under cyclic loading conditions. With an average ductility factor exceeding 4, this specimen is recommended for use in high seismic regions.</p></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"58 6","pages":""},"PeriodicalIF":3.9000,"publicationDate":"2025-08-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials and Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1617/s11527-025-02728-4","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

The incorporation of precast structural wall connections is essential in the construction of buildings, serving to ensure structural stability against lateral forces. To assure the efficiency and permanent performance of these precast structural wall connections, it is imperative to observe appropriate design, detailing, and construction techniques. This study explores four distinct connection designs implemented between shear walls. This specific type of connections presents numerous benefits, such as an ability to bear heavy loads, ease of construction, and enhanced resistance to seismic activity. The purpose of this study is to assess vertical wall-to-wall connectors seismic performance for following four connection methods: (1) Staggered Loop bar with Shear Key (SL-SK), (2) U-bar Hook with Shear Key (UH-SK), (3) U-bar Hook with Locking bar (UH-LB), and (4) U-bar Hook with Shear Key and Locking bar (UH-SK-LB). The research conducted a comparative analysis of the mechanical characteristics, encompassing load bearing capacity, stiffness degradation, hysteretic response, ductility, viscous damping ratio, and energy dissipation for all four connection types. The results indicated that the (SL-SK) specimen demonstrated excellent ductile behavior, a higher ultimate load capacity, and improved energy dissipation performance. These attributes were influenced by the trapezoidal design of the shear key with a 45° tooth angle under cyclic loading conditions. With an average ductility factor exceeding 4, this specimen is recommended for use in high seismic regions.

Abstract Image

循环荷载作用下新型锁紧杆预制直墙连接的性能评价
预制结构墙连接的结合在建筑物的建设中是必不可少的,有助于确保结构稳定抵抗侧向力。为了确保这些预制结构墙连接的效率和永久性能,必须遵守适当的设计,细节和施工技术。本研究探讨了剪力墙之间的四种不同连接设计。这种特殊类型的连接具有许多优点,例如能够承受重载荷,易于施工,并增强了对地震活动的抵抗力。本研究的目的是评估以下四种连接方式的垂直墙对墙连接件的抗震性能:(1)带剪切键的交错环杆(SL-SK),(2)带剪切键的u形杆钩(UH-SK),(3)带锁定杆的u形杆钩(UH-LB),以及(4)带剪切键和锁定杆的u形杆钩(UH-SK- lb)。该研究对所有四种连接类型的力学特性进行了比较分析,包括承载能力、刚度退化、滞后响应、延性、粘性阻尼比和能量耗散。结果表明,(SL-SK)试件具有良好的延性、较高的极限承载能力和较好的耗能性能。在循环加载条件下,这些特性受到45°齿角剪切键梯形设计的影响。该试件的平均延性系数超过4,推荐用于高震区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信