Evaluation of blast-induced progressive collapse in steel structures with conventional braces, moment-resisting braces, and buckling-restrained braces using LS-DYNA software

Abstract Today, considering the increased cases of terroristic operations, structural design engineers are starting to acknowledge blast-induced loads alongside other design parameters. Since a blast-induced load exhibits a much shorter period than the natural period of the structure, it is unlikely...

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Bibliographic Details

Published in:	Journal of Engineering and Applied Science
Main Authors:	Amir Siah Mansour, Seyed Azim Hosseini, Hossein Maleki Toulabi
Format:	Article
Language:	English
Published:	SpringerOpen 2024-10-01
Subjects:	Blast Progressive collapse Buckling-restrained brace Alternate load path LS-DYNA software
Online Access:	https://doi.org/10.1186/s44147-024-00536-1