Effect of the asymmetry level on collapse margin of torsionally stiff single-story buildings based on FEMA P695 methodology-Reference-Cited by-同舟云学术

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Effect of the asymmetry level on collapse margin of torsionally stiff single-story buildings based on FEMA P695 methodology

Published:2022-03 Issue: Volume:37 Page:1042-1052
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Makhdoom Omid,Aziminejad Armin,Zarfam Panam,Moghadam Abdolreza Sarvghad

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Re-evaluation of seismic torsional provisions;Tso;Earthquake Eng Struct Dyn,1999

2. Fragility-based performance evaluation of asymmetric single-story buildings in near field and far field earthquakes;Aziminejad;J Earthquake Eng,2010

3. Seismic design based on the yield displacement;Aschheim;Earthquake Spectra,2002

4. A strength distribution criterion for minimizing torsional response of asymmetric wall-type systems;Myslimaj;Earthquake Eng Struct Dyn,2002

5. Desirable strength distribution for asymmetric structures with strength-stiffness dependent elements;Myslimaj;J Earthquake Eng,2004

Cited by 5 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. Investigating the effect of earthquake incident angle on seismic response and fragility analysis of irregular RC buildings with nonparallel systems;Structures;2024-10

2. Effect of Design Optimality and Overstrength on the Seismic Performance of Steel Plate Shear Walls;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-07-02

3. Quantification of seismic performance factors of mixed concrete/steel buildings using the FEMA P695 methodology;Structures;2024-03

4. Deterioration-induced asymmetry-insensitive collapse behavior in low-rise torsionally-stiff buildings;Structures;2024-03

5. Seismic Resilience Study of Piers Enhanced by Ultrahigh-Performance Concrete Jackets Based on Cyclic Loading Test and Static Push-Over Curves;Science of Advanced Materials;2022-11-01

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