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基于可靠度指标的桁架优化研究
引用本文:周书敬,张东敏,徐志聪.基于可靠度指标的桁架优化研究[J].钢结构,2014(1):1-3,16.
作者姓名:周书敬  张东敏  徐志聪
作者单位:[1]河北工程大学,河北邯郸056038 [2]中建三局第一建设工程有限责任公司,武汉510635
摘    要:利用加权线性响应面法计算结构杆件可靠度指标,将可靠度指标作为桁架优化约束条件,用改进粒子群算法进行桁架截面优化,通过经典10杆平面桁架截面优化算例,与已有文献进行对比,为工程实践提供理论借鉴。

关 键 词:可靠度指标  改进粒子群算法  截面优化

TRUSS OPTIMIZATION RESEARCH BASED ON THE RELIABILITY INDEX
Zhou Shujing Zhang Dongmin XuZhicong.TRUSS OPTIMIZATION RESEARCH BASED ON THE RELIABILITY INDEX[J].Steel Construction,2014(1):1-3,16.
Authors:Zhou Shujing Zhang Dongmin XuZhicong
Affiliation:Zhou Shujing Zhang Dongmin XuZhicong (1. Hebei University of Engineering, Handan 056038, China; 2. The First Construction Engineering Limited Company of China Construction Third Engineering, Wuhan 510635, China)
Abstract:By using the weighted linear response surface method to calculate reliability index of structure bar, the reliability index is considered as constraint of a truss optimization, using improved particle swarm algorithm truss section is optimized, through the classical ten-bar truss section optimization examples, and comparing existing literature, which can provide theoretical reference for engineering practice.
Keywords:reliability index  improved particle swarm algorithm  sectional optimization
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