| 剪力墙结构抗震可靠度的随机振动分析和计算机模拟 |
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| 引用本文： | 刘从容,童岳生,谢行皓,胡德鹿.剪力墙结构抗震可靠度的随机振动分析和计算机模拟[J].西安建筑科技大学学报(自然科学版),1992(1). |
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| 作者姓名： | 刘从容 童岳生 谢行皓 胡德鹿 |
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| 作者单位： | 西安冶金建筑学院 九○届结构工程硕士研究生
(刘从容)，西安冶金建筑学院 指导教师
(童岳生，谢行皓)，西安冶金建筑学院 指导教师(胡德鹿) |
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| 摘 要： | 回顾了国内外结构可靠度理论的现状,对地震动随机模型进行了简单介绍和评述、分别用随机振动分析法和计算机模拟法研究了剪力墙结构的抗震可靠度,提出了弯曲型结构的刚度计算公式,推导了计算弯曲型结构抗震可靠度的计算公式,初步实现了用计算机模拟分析结构可靠度代替结构试验的目的。
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| 关 键 词： | 剪力墙 结构可靠性 随机振动 计算机模拟/随机模型 |
Random Vibration Analysis and Computer Simulation for Earthquake-Resistant Reliability of Shear Wall Structure |
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| Liu Congrong.Random Vibration Analysis and Computer Simulation for Earthquake-Resistant Reliability of Shear Wall Structure[J].Journal of Xi'an University of Architecture & Technology,1992(1). |
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| Authors: | Liu Congrong |
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| Affiliation: | Liu Congrong |
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| Abstract: | The updated status of the reliability theory of structure is reviewed. Therandom models of earthquake ground motion are simply presented and evaluated. Boththe random vibration analysis and the computer simulation are used to study thecarthquake-resistant reliability of shear wall structure. The formula for rigidity offlexure mode structure is advanced. Theoretical formula for the carthquake-resistant re-liability of flexure mode structure is derived. The purpose of analysing the reliability ofstructure by computer simulation instead of the structural test is realized preliminarily. |
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| Keywords: | shear walls structure reliability random vibration computerized simulation/random model |
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