Optimum displacement profile for the direct displacement-based design of steel moment-resisting frames

The direct displacement-based design (DDBD) procedure is well established for designing reinforced concrete and steel moment-resisting frames (SMRFs). However, a limited number of researches is available on optimum DDBD of SMRFs. Furthermore, the nonlinear time-history analysis response of structure...

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Veröffentlicht in:	Structures (Oxford) Jg. 44; S. 323 - 342
Hauptverfasser:	Arab, Mohammadamin, Tajmir Riahi, Hossein, Daei, Maryam
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Elsevier Ltd 01.10.2022
Schlagworte:	Design Displacement Profile Direct Displacement Based Design Nonlinear Time History Analysis Particle Swarm Optimization Algorithm Steel Moment-resisting Frame Nonlinear Time History Analysis Particle Swarm Optimization Algorithm Direct Displacement Based Design Steel Moment-resisting Frame Design Displacement Profile
ISSN:	2352-0124, 2352-0124
Online-Zugang:	Volltext
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