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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Vydáno v:	Structures (Oxford) Ročník 44; s. 323 - 342
Hlavní autoři:	Arab, Mohammadamin, Tajmir Riahi, Hossein, Daei, Maryam
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Elsevier Ltd 01.10.2022
Témata:	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
On-line přístup:	Získat plný text
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