Simulation and analysis of intervention costs due to wind-induced damage on tall buildings

Author:

Cui Wei,Caracoglia Luca

Funder

National Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference61 articles.

1. SEAOC. Vision 2000: performance based seismic engineering of buildings. Sacramento, California: Structural Engineers Association of California; 1995.

2. A Monte Carlo based method for the dynamic “fragility analysis” of tall buildings under turbulent wind loading;Smith;Eng Struct,2011

3. Hart GC, Jain A. Performance based wind design of tall concrete buildings in the Los Angeles region utilizing structural reliability and nonlinear time history analysis. In: The 12th Americas conference on wind engineering (12ACWE); 2013.

4. Serviceability wind risk assessment of tall buildings including aeroelastic effects;Pozzuoli;J Wind Eng Ind Aerodyn,2013

5. Bernardini E, Spence S, Gioffrè M, Kareem A. A reliability approach for the wind-induced response assessment of tall buildings using the high frequency force balance. In: The seventh international colloquium on bluff body aerodynamics and applications (BBAA7); 2012. p. 825–34.

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