| 高层剪力墙结构墙体间距方案比较研究 |
| |
| 引用本文： | 顾渭建,邱鸿. 高层剪力墙结构墙体间距方案比较研究[J]. 建筑结构, 1998, 0(4) |
| |
| 作者姓名： | 顾渭建 邱鸿 |
| |
| 作者单位： | 总参工程兵第四设计研究院 北京100850(顾渭建)，总参工程兵第四设计研究院 北京100850(邱鸿) |
| |
| 摘 要： | 通过对两栋(14层条型楼和26层点式楼)钢筋砼高层剪力墙结构不同横墙间距方案对结构的抗地震性能、力学反应和材料用量等的影响以及各自的优缺点等的分析比较,探讨了不同平面形状的剪力墙结构横墙间距的最佳配置问题,并在此基础上提出了可供实际设计参考的合理建议.
|
| 关 键 词： | 高层剪力墙结构 墙体间距 结构分析 |
Comparision of the Scheme on the Intervals of Shear Wall for High Rise Structures |
| |
| Gu Weijian Qiu Hong. Comparision of the Scheme on the Intervals of Shear Wall for High Rise Structures[J]. Building Structure, 1998, 0(4) |
| |
| Authors: | Gu Weijian Qiu Hong |
| |
| Affiliation: | Gu Weijian Qiu Hong |
| |
| Abstract: | The influence of different intervals of transverse wall on seismic performance, mechanical response and building material consumption are analyzed through two typical reinforced concrete high-rise shear wall structures. The optimum arrangement of the intervals of transverse wall with different plan forms are dicsussed. Some reasonable suggestions are proposed for the practical design of high-rise shear wall structures. |
| |
| Keywords: | high-rise shear wall structure intervals shear wall structural analysis |
| 本文献已被 CNKI 等数据库收录！ |
