Performance-based plastic design and seismic fragility assessment for chevron braced steel frames considering aftershock effects-Reference-Cited by-同舟云学术

Performance-based plastic design and seismic fragility assessment for chevron braced steel frames considering aftershock effects

Published:2024-03 Issue: Volume:178 Page:108440
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Mohammadgholipour Ali,Billah AHM Muntasir^ORCID

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Reference59 articles.

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4. The July 16, 1990 Philippines earthquake,1990

5. Fragility curves for RC frames under multiple earthquakes;Hosseinpour;Soil Dynam Earthq Eng,2017

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1. Response Modification Factor of High-Strength Steel Frames with D-Eccentric Brace Using the IDA Method;Buildings;2024-06-01

2. Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes;Bulletin of Earthquake Engineering;2024-05-30

3. Assessment and Analysis of Seismic Retrofitting Techniques for Performance-based Design of Steel Framed Building in Earthquake-prone Region;2024 International Conference on Communication, Computer Sciences and Engineering (IC3SE);2024-05-09

4. Application and Validation of a Simplified Approach to Evaluate the Seismic Performances of Steel MR-Frames;Applied Sciences;2024-01-25