Development and Testing of a Friction/Sliding Connection to Improve the Seismic Performance of Gypsum Partition Walls

Author:

Araya-Letelier Gerardo1,Miranda Eduardo2,Deierlein Gregory2

Affiliation:

1. Escuela de Construcción Civil, Facultad de Ingeniería, Pontificia Universidad Católica de Chile, Avenida Vicuña Mackenna 4860, Macul, Santiago 7820436, Chile

2. Department of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305

Abstract

Observed earthquake damage, laboratory tests, and loss analyses have shown gypsum partition walls to be susceptible to earthquake damage under small story drift ratios, which can result in large losses under design earthquake ground motions. To mitigate this risk, a new friction/sliding connection is proposed that can minimize or prevent damage to partition walls for story drift ratios of 1% or more. The proposed friction/sliding connection isolates the partition wall from the structure while providing sufficient resistance to support out-of-plane forces on the wall induced by inertial effects. Test results of three prototype connections and two full-scale wall partition specimens, with and without the friction connection detail, are summarized to demonstrate the improved performance that can be achieved with the proposed friction/sliding connection. Whereas the test of the conventional wall specimen began experiencing damage at 0.1 to 0.3% story drift ratio, the wall specimen with the connection could undergo drifts up to about 1.5% without any damage.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Evaluation of ASCE 7 equations for designing acceleration‐sensitive nonstructural components using data from instrumented buildings

2. Araya-LetelierG., 2014. Design of Building Structural Systems and Enhanced Partition Walls to Improve Life Cycle Costs Associated with Risk of Earthquake Damage, Ph.D. Dissertation, Stanford University, Stanford, CA.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3