| 底部框剪-组合墙多层房屋抗震变形分析 |
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| 引用本文： | 杨佑发,许绍乾,邹银生.底部框剪-组合墙多层房屋抗震变形分析[J].世界地震工程,2000,16(4):101-105. |
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| 作者姓名： | 杨佑发 许绍乾 邹银生 |
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| 作者单位： | 1. 重庆大学建筑工程学院重庆 400044
2. 湖南大学土木系,湖南长沙 410082 |
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| 摘 要： | 研究了底部框剪多层砖房在地震作用下的弹塑性变形状态，研究了框剪层与相邻砌体结构层的层间侧移刚度比对层间变形的影响。
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| 关 键 词： | 框架－砖墙组合房屋 变形分析 抗震性能 力学模型 |
| 文章编号： | 1007-6069(2000)04-0101-05 |
| 修稿时间： | 2000年3月5日 |
Seismic deflection behavior of buildings with framed two bottom stories and combined masonry higher stories |
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| YANG You-fa,XU Shao-qian,ZHOU Yin-sheng.Seismic deflection behavior of buildings with framed two bottom stories and combined masonry higher stories[J].World Information On Earthquake Engineering,2000,16(4):101-105. |
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| Authors: | YANG You-fa XU Shao-qian ZHOU Yin-sheng |
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| Abstract: | The seismic elastoplastic deflection behavior of the buildings with framed two bottom stories and combined masonry higher stories is studied.The influence of the different rigidity ratio of the third story to the second one is indicated. |
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| Keywords: | combined frame-masonry wall building earthquake resistance deflection analysis |
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