| 现役砌体结构震害分析与抗震性能评价 |
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| 引用本文： | 张国平,张文静. 现役砌体结构震害分析与抗震性能评价[J]. 建筑技术开发, 2011, 0(10): 18-20,24 |
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| 作者姓名： | 张国平 张文静 |
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| 作者单位： | [1]四川建筑职业技术学院工程管理系,四川德阳618000 [2]中交第三公路工程局有限公司第四工程分公司,重庆401120 |
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| 摘 要： | 在砌体结构震害分析的基础上,以可靠性向量分析理论为基础,介绍了一种砌体结构抗震性能评价方法,通过计算砌体结构墙体的可靠性向量,全面把握结构体系中的薄弱墙体构件,为砌体结构的抗震加固提供必要的决策数据。
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| 关 键 词： | 砌体结构 震害分析 抗震性能 评价 |
SEISMIC DAMAGE ANALYSIS AND PERFORMANCE ASSESSMENT OF EXISTING MASONRY STRUCTURES |
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| Zhang Guo-ping Zhang Wen-jing. SEISMIC DAMAGE ANALYSIS AND PERFORMANCE ASSESSMENT OF EXISTING MASONRY STRUCTURES[J]. Building Technique Development, 2011, 0(10): 18-20,24 |
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| Authors: | Zhang Guo-ping Zhang Wen-jing |
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| Affiliation: | Zhang Guo-ping Zhang Wen-jing |
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| Abstract: | Based on the seismic damage analysis and reliability vector theory, the method of performance assessment is presented. According to reliability vector calculated by reliability vector theory of walls, comprehensive grasp of the weak walls of the structure system,which can offer decisive data to strengthening design of masonry structures. |
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| Keywords: | masonry structure seismic damage analysis seismic performance assessment |
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