Nonlinear finite element analysis of shear defective reinforced concrete beam to column connections strengthened with three practical techniques-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Nonlinear finite element analysis of shear defective reinforced concrete beam to column connections strengthened with three practical techniques

Published:2024-09 Issue: Volume:163 Page:108535
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Dooshabi Amin,Najafgholipour Mohammad Amir

Publisher

Elsevier BV

Reference106 articles.

1. Shear strengthening of beam-column joints;Ghobarah;Engineering Structures,2002

2. Assessment of reinforced concrete building exterior joints with substandard details;Pantelides,2002

3. A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints;Sharma;Engineering Structures,2011

4. Behavior of interior beam-to-column connections under earthquake-type loading;Durrani;ACI J,1985

5. Scale relations for reinforced concrete beam-column joints;Abrams;ACI Struct J,1987

Cited by 1 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. The effects of brick wall and RC tie variables on the seismic performance of low-rise confined masonry buildings;Journal of Building Engineering;2024-10

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