Influence of modelling strategies on uncertainty propagation in the alternate path mechanism of reinforced concrete framed structures
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference47 articles.
1. ASCE 7-05. Minimum design loads for buildings and other structures, reston. Virginia: American Society of Civil Engineers (ASCE); 2005.
2. Progressive collapse resistance of hotel san diego;Sasani;J Struct Eng,2008
3. Progressive collapse resistance of an actual 11-story structure subjected to severe initial damage;Sasani;J Struct Eng,2011
4. Static and dynamic analysis of a reinforced concrete flat slab frame building for progressive collapse;Kokot;Eng Struct,2012
5. Collapse test of three-story half-scale reinforced concrete frame building;Xiao;ACI Struct J,2015
Cited by 25 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. Experimental evaluation and numerical investigation on the anti-collapse performance of beam-to-column connections in the minor-axis direction;Structures;2024-05
2. Anti-collapse on the fragility and sensitivity analysis of composite frame with CFST columns based on the improved Latin hypercube sampling;Structures;2024-05
3. Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling;Structure and Infrastructure Engineering;2024-01-09
4. Probabilistic prediction of post-earthquake rubble range for RC frame structures;Soil Dynamics and Earthquake Engineering;2023-08
5. Influence of H-column stiffness on the anti-collapse performance of composite frame in the minor-axis direction;Journal of Building Engineering;2023-06
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