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| 带高位转换层的框支剪力墙结构弹塑性地震反应分析 | |
| 引用本文： | 张兰英,李艳娜,吴庆荪.带高位转换层的框支剪力墙结构弹塑性地震反应分析[J].工业建筑,2003,33(6):24-27. |
| 作者姓名： | 张兰英 李艳娜 吴庆荪 |
| 作者单位： | 1. 中国建筑设计研究院,北京,100044 2. 中国纺织工业设计院,北京,100037 3. 北方交通大学,北京,100044 |
| 摘 要： | 通过对一 18层商住楼的动力时程分析 ,研究了转换层的设置位置、转换层以下和以上结构的刚度、刚度比、层屈服强度等因素对建筑物的抗震性能的影响 ,从而得出带高位转换层的高层建筑在地震作用下的特殊性质 |
| 关 键 词： | 高层建筑 转换层 动力分析 |
| 修稿时间： | 2002年12月21 |
SEISMIC RESPONSE ANALYSIS OF FRAME SUPPORTED SHEAR WALL STRUCTURE WITH HIGH TRANSFER STOREY |
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| Zhang Lanying.SEISMIC RESPONSE ANALYSIS OF FRAME SUPPORTED SHEAR WALL STRUCTURE WITH HIGH TRANSFER STOREY[J].Industrial Construction,2003,33(6):24-27. | |
| Authors: | Zhang Lanying |
| Affiliation: | Zhang Lanying(China Architecture Design & Research Group\ Beijing\ 100044) Li Yanna(China Textile Industrial Design Institute\ Beijing\ 100037) Wu Qingsun(Northern Jiaotong University\ Beijing\ 100044) |
| Abstract: | By the time\|history analysis of a 18\|storied tall building that used as shop and residence, the paper analyses the effects of the factors, such as the location of the transfer story, the superstructure stiffness, the substructure stiffness, their stiffness ratio, the story\|yield strength etc on the building′s seismic properties. and gives the special properties of the high\|rise building with transfer story under the action of earthquake. |
| Keywords: | high\|rise building transfer story\ dynamic analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |