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Erschienen in: Structural and Multidisciplinary Optimization 3/2018

09.09.2017 | RESEARCH PAPER

Optimum energy-based design of BRB frames using nonlinear response history analysis

verfasst von: F. Rezazadeh, R. Mirghaderi, A. Hosseini, S. Talatahari

Erschienen in: Structural and Multidisciplinary Optimization | Ausgabe 3/2018

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Abstract

In this paper, an optimum design method for buckling restrained brace frames subjected to seismic loading is presented. The multi-objective charged system search is developed to optimize costs and damages caused by the earthquake for steel frames. Minimum structural weight and minimum seismic energy which including seismic input energy divided by maximum hysteretic energy of fuse members are selected as two objective functions to find a Pareto solutions that copes with considered preferences. Also, main design constraints containing allowable amount of the inter-story drift and plastic rotation of beam, column members and plastic displacement of buckling restrained braces are controlled. The results of optimum design for three different frames are obtained and investigated by the developed method.

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Metadaten
Titel
Optimum energy-based design of BRB frames using nonlinear response history analysis
verfasst von
F. Rezazadeh
R. Mirghaderi
A. Hosseini
S. Talatahari
Publikationsdatum
09.09.2017
Verlag
Springer Berlin Heidelberg
Erschienen in
Structural and Multidisciplinary Optimization / Ausgabe 3/2018
Print ISSN: 1615-147X
Elektronische ISSN: 1615-1488
DOI
https://doi.org/10.1007/s00158-017-1791-4

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