| 层高突变对高层建筑楼层刚度的影响及其对策 |
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| 引用本文： | 许崇伟,黄勤勇. 层高突变对高层建筑楼层刚度的影响及其对策[J]. 建筑科学, 2006, 22(4): 16-20 |
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| 作者姓名： | 许崇伟 黄勤勇 |
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| 作者单位： | 上海市卫生建筑设计研究院,上海,200003;上海市卫生建筑设计研究院,上海,200003 |
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| 摘 要： | 通过建立几个典型的结构模型，对层高突变对框架、框剪和剪力墙三种结构形式楼层刚度的影响进行了计算分析比较，并以框剪结构为例提出了一些改善结构楼层刚度突变幅度的方法，供设计人员参考。
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| 关 键 词： | 高层建筑 楼层刚度 设备层 |
| 文章编号： | 1002-8528（2006）04-16-05 |
| 收稿时间： | 2005-08-09 |
| 修稿时间： | 2005-08-09 |
Effect of Story Height Change on Story Rigidity of High-Rise Buildings and Its Countermeasures |
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| XU Chong-wei,HUANG Qin-yong. Effect of Story Height Change on Story Rigidity of High-Rise Buildings and Its Countermeasures[J]. Building Science, 2006, 22(4): 16-20 |
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| Authors: | XU Chong-wei HUANG Qin-yong |
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| Affiliation: | Institute of Shanghai Health Architectural Design, Shanghai 200003, China |
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| Abstract: | This paper compares and analyzes the effect of story height change on story rigidity of frame structure, frame-shear wall structure and shear wall structure by setting up several typical structure models. Based on the analysis of one practical project of frame-shear wall structure, some methods to decrease story rigidity change are put forward for reference. |
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| Keywords: | high-rise building story rigidity equipment story |
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