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《Journal of Chongqing Jianzhu University》 2002-02
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Optimization of Energy Dissipation Braces in Frame Structures

WU Ze hou 1, ZHOU Fu lin 2 (1.Baoan Engineering Quality Supervision Station, Shenzhen 518101, China;2.Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou 510000,China)  
In this paper, the complex method of the nonlinear programming is used to optimize the parameters of energy dissipation bracing in energy dissipation braced frame. This method is realized with computer program and proved to be efficient. A 6-story reinforced concrete frame is used as a demonstrative example.
【CateGory Index】: TU352.11
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