| 基于中国规范的剪力墙构件性能指标限值初探 |
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| 引用本文： | 劳晓春,韩小雷,黄超.基于中国规范的剪力墙构件性能指标限值初探[J].地震工程与工程振动,2010,30(4). |
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| 作者姓名： | 劳晓春 韩小雷 黄超 |
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| 作者单位： | 华南理工大学,土木与交通学院,广东,广州,510640;华南理工大学,亚热带建筑科学国家重点实验室,广东,广州,510640 |
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| 基金项目： | 亚热带建筑科学国家重点实验室自主研究项目 |
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| 摘 要： | 本文主要论述了基于中国规范的剪力墙构件性能指标限值的研究思路和方法。首先根据规范的相关震害概念,提出小震、中震、大震三种地震水准下剪力墙构件的基本性能要求,然后通过对剪力墙构件的破坏形态及其影响因素的分析,给出剪力墙构件的分类及其性能指标限值的确定方法,并讨论了对结构中的剪力墙进行构件划分的方法,最后对剪力墙构件性能指标限值合理性的检验进行了论述。
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| 关 键 词： | 剪力墙构件 破坏形态 性能指标 中国规范 |
Research on performance index value for shear wall components based on Chinese codes |
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| LAO Xiaochun,HAN Xiaolei,HUANG Chao.Research on performance index value for shear wall components based on Chinese codes[J].Earthquake Engineering and Engineering Vibration,2010,30(4). |
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| Authors: | LAO Xiaochun HAN Xiaolei HUANG Chao |
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| Institution: | LAO Xiaochun1,2,HAN Xiaolei1,HUANG Chao1,2(1.School of Civil Engineering , Transportation,South China University of Technology,Guangzhou 510640,China,2.State Key Laboratory of Subtropical Architecture Science,China) |
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| Abstract: | The way to determine the performance index value for shear wall components is discussed based on Chinese codes.Firstly,the basic performance demands are proposed for the shear wall components under frequent,fortified and severe earthquake levels according to the concept of earthquake damage.Secondly,the failure modes and the influence factors of the components are analyzed,and then the classification and the performance index value for the components under different failure modes are proposed.Meanwhile,the ... |
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| Keywords: | shear wall components failure modes performance index Chinese codes |
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