Numerical Investigation of Seismic Performance of Steel Concentrically Braced Frames Subjected to Critical Consecutive Earthquakes

Numerical Investigation of Seismic Performance of Steel Concentrically Braced Frames Subjected to Critical Consecutive Earthquakes

This paper evaluates the effect of critical successive-shocks on the seismic performance of steel concentrically braced frames (CBFs) for significant structural design parameters such as behavior factor(R), displacement amplification factor (Cd), maximum drift and damage index (DI). For this purpose...

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Bibliographic Details
Main Authors: Sahar Rouzrokh, Elham Rajabi, Gholamreza Ghodrati Amiri
Format: Article
Language:English
Published: Semnan University 2025-11-01
Series:Journal of Rehabilitation in Civil Engineering
Subjects:
critical successive earthquakes
seismic demand parameters
ideal artificial neural networks
empirical equation
damage index
Online Access:https://civiljournal.semnan.ac.ir/article_9319_d41d8cd98f00b204e9800998ecf8427e.pdf
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https://civiljournal.semnan.ac.ir/article_9319_d41d8cd98f00b204e9800998ecf8427e.pdf

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