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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Published in | Engineering structures Vol. 31; no. 2; pp. 523 - 533 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Kidlington
Elsevier Ltd
01.02.2009
Elsevier |
Subjects | |
Online Access | Get full text |
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