| 底部框架一抗震墙房屋过渡层刚度计算统一公式 |
| |
| 引用本文： | 刘毅.底部框架一抗震墙房屋过渡层刚度计算统一公式[J].湖南城市学院学报(自然科学版),2007,16(2):1-2,5. |
| |
| 作者姓名： | 刘毅 |
| |
| 作者单位： | 益阳市建筑设计院,湖南益阳413000 |
| |
| 摘 要： | 过渡层抗震墙侧移刚度的计算较复杂．在理论分析的基础上，推导了无洞口墙、小开口墙、有洞口墙和带构造柱砖墙侧移刚度的统一计算公式，该公式简单、方便、实用．
|
| 关 键 词： | 过渡层 抗震墙 侧移刚度 简化计算 |
| 文章编号： | 1672-7304（2007）02-0001-02 |
| 修稿时间： | 2006-03-26 |
Unified Formula of Stiffness of Transitional Story of Masonry Building with Frame-wall Structure at Bottom Story |
| |
| LIU Yi.Unified Formula of Stiffness of Transitional Story of Masonry Building with Frame-wall Structure at Bottom Story[J].Journal of Hunan City University:Natural Science,2007,16(2):1-2,5. |
| |
| Authors: | LIU Yi |
| |
| Institution: | Institute of Architecture Design of Hunan Yiyang, Yiyang, Hunan 413000, China |
| |
| Abstract: | It is complex to calculate accurately the lateral stiffness of shear walls of transitional story of masonry building with frame-wall structure at bottom story. Based on theoretical analysis, a unified formula, which is simple, convenient and practical, has been brought out for calculating lateral stiffness of masonry walls with no hole, little hole, hole or construction columns. |
| |
| Keywords: | Transitional story seismic proof wall lateral stiffness simplified calculation |
| 本文献已被 维普 等数据库收录！ |
|
