Post-earthquake fire performance of moment resisting frames with reduced beam section connections-Reference-Cited by-同舟云学术

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Post-earthquake fire performance of moment resisting frames with reduced beam section connections

Published:2014-12 Issue: Volume:103 Page:215-229
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Memari Mehrdad,Mahmoud Hussam,Ellingwood Bruce

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Fire following earthquake;Scawthorn,2005

2. Fire following earthquake;Scawthorn,2008

3. Analysis of needs and existing capabilities for full-scale fire resistance testing;Beitel,2002

4. Risk assessment of steel structures under fire;Faggiano,2008

5. Minimum design loads for buildings and other structures;ASCE,2010

Cited by 52 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. Thermomechanical responses of steel frames under aftershock after fires;International Journal of Mechanical Sciences;2024-09

2. Probabilistic evaluation of failure time of reinforced concrete frame in post‐earthquake fire scenario;Structural Concrete;2024-08-15

3. Post-earthquake fire performance of the gusset plate moment connection;Journal of Structural Fire Engineering;2024-03-26

4. A framework for performance-based assessment in post-earthquake fire: Methodology and case study;Engineering Structures;2023-11

5. Development of a novel fire following earthquake probabilistic framework applied to a steel braced frame;Structural Safety;2023-11

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