Optimal lateral stiffness design of composite steel and concrete tall frameworks

This paper presents the optimal lateral stiffness design of composite steel and concrete tall frameworks subject to overall and interstorey drift constraints as well as member sizing limits using an efficient numerical approach developed based on the Optimality Criteria (OC) method. Taking into acco...

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Bibliographic Details
Published inEngineering structures Vol. 31; no. 2; pp. 523 - 533
Main Authors Cheng, Lijuan, Chan, Chun-Man
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.02.2009
Elsevier
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