Optimal performance-based design of wind sensitive tall buildings considering uncertainties

被引:58
作者
Huang, M. F. [1 ]
Chan, C. M. [2 ]
Lou, W. J. [1 ]
机构
[1] Zhejiang Univ, Inst Struct Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Performance-based design; Serviceability design; Occupant comfort; Reliability-based design optimization; SEISMIC DRIFT DESIGN; STRUCTURAL DESIGN; STIFFNESS DESIGN; OPTIMIZATION; EFFICIENCY; VIBRATION; LOADS;
D O I
10.1016/j.compstruc.2012.01.012
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Two major wind-induced performance indexes of tall buildings excited by dynamic and random wind could be the lateral drift and acceleration. The wind-induced performance-based design optimization framework has been developed to take into account uncertainties in the vibration related occupant comfort problems of tall buildings. An innovative decoupling strategy is adopted to transform the original coupled reliability-based optimization problem into two separated sub problems, which are then solved using the inverse reliability approach and Optimality Criteria (OC) algorithm respectively. A 60-story building example is employed to demonstrate the effectiveness and practicality of the proposed reliability performance-based design optimization method. (c) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:7 / 16
页数:10
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