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开洞剪力墙结构的抗震可靠性分析
引用本文:王社良,马建勋.开洞剪力墙结构的抗震可靠性分析[J].西安交通大学学报,1998,32(4):63-66.
作者姓名:王社良  马建勋
作者单位:西安交通大学
摘    要:运用随机振动分析方法和计算机模拟技术,研究了钢筋混凝土开洞剪力墙结构的抗震可靠性问题,建立了弯曲型结构的刚度和抗震可靠度的计算公式,初步实现了用计算机模拟技术分析结构动力可靠度以代替结构试验的目的.

关 键 词:钢筋混凝土  开洞剪力墙  结构可靠性  计算机模拟/人工地震波

The Analysis for Earthquake Resistant Reliability of RC Coupled Shear Wall Structure
Wang Sheliang,Ma Jianxun,Shen Yapeng.The Analysis for Earthquake Resistant Reliability of RC Coupled Shear Wall Structure[J].Journal of Xi'an Jiaotong University,1998,32(4):63-66.
Authors:Wang Sheliang  Ma Jianxun  Shen Yapeng
Abstract:By using the random vibration analysis method and computer simulation technique, the earthquake resistant reliability of the RC coupled shear wall structure is studied. The formulas for the rigidity and the earthquake resistant reliability of the flexure mode structure are derived. The goal of analyzing structure reliability by computer simulation instead of the structural test is realized preliminarily.
Keywords:reinforced concrete    coupled shear wall    structural reliability    computer  simulation/artificial ground motion
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