Optimum design of SRC composite beams

Based on experimental study of bond-slip behaviours between steel shape and concrete, an optimal design scheme of single objective and discrete variables is proposed to design steel reinforced concrete (SRC) frame beams. In the optimum scheme, design variables include the layout dimensions of SRC...

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Bibliographic Details
Main Authors: Zheng Shan-Suo, Zeng Lei, Zhang Wei-Hong, Zheng Jie, Li Lei, Wang Bin
Format: Article
Language:English
Published: EDP Sciences 2008-01-01
Series:International Journal for Simulation and Multidisciplinary Design Optimization
Subjects:
Online Access:https://www.ijsmdo.org/articles/smdo/pdf/2008/01/smdo0708.pdf