Experimental and numerical study on seismic performance of semi-rigid steel frame infilled with prefabricated damping wall panels
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference35 articles.
1. Numerical study on important parameters of composite steel-concrete shear walls;Rahnavard;J Constr Steel Res.,2016
2. Shape optimization of braced frames for tall timber buildings: Influence of semi-rigid connections on design and optimization process;Mam;Eng Struct.,2020
3. Plastic-zone advanced analysis - Formulation including semi-rigid connection;de Alvarenga;Eng Struct.,2020
4. Seismic performance of semi-rigid steel-concrete composite frames;Senthilkumar;Structures.,2020
5. Mechanical model for determining the critical load of plane frames with semi-rigid joints subjected to static loads;Ihaddoudène;Eng Struct.,2017
Cited by 27 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Enhanced seismic performance: A novel cable brace with bending energy dissipation for semi-rigid steel frames;Engineering Structures;2024-11
2. Experimental study and theoretical analysis on steel frames infilled high-ductility concrete shear walls;Construction and Building Materials;2024-07
3. Investigation on the influence of previous in-plane loading on the out-of-plane behavior of the innovative damped masonry infill wall;Engineering Structures;2024-06
4. The influence of infill ALC walls on the seismic performance of prefabricated PEC T-column frames;Structures;2024-05
5. Experimental and analytical studies of infill wall with sliding joints considering a door opening;Earthquake Engineering & Structural Dynamics;2024-03-04
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