|
|||||
|
|
| 框-剪结构在地震荷载作用下的优化设计 | |
| 引用本文： | 张洁贤,张永胜,赵旭飞. 框-剪结构在地震荷载作用下的优化设计[J]. 山西建筑, 2010, 36(26): 51-52 |
| 作者姓名： | 张洁贤 张永胜 赵旭飞 |
| 作者单位： | 1. 太原理工大学,山西,太原,030024 2. 太原理工大学建筑与工程学院,山西,太原,030024 3. 中冶天工渤海分公司,天津,300310 |
| 摘 要： | 通过对框架-剪力墙结构的受力分析，探讨了剪力墙刚度与地震荷载之间的关系，指出了确定剪力墙合理数量的方法，同时提出了剪力墙的合理布置方案，以满足房屋的使用和变形要求。 |
| 关 键 词： | 框架-剪力墙 剪力墙数量 刚度 剪力墙布置 |
Optimized design for frame-shear wall structure under the load of seismic effect |
|
| ZHANG Jie-xian,ZHANG Yong-sheng,ZHAO Xu-fei. Optimized design for frame-shear wall structure under the load of seismic effect[J]. Shanxi Architecture, 2010, 36(26): 51-52 | |
| Authors: | ZHANG Jie-xian ZHANG Yong-sheng ZHAO Xu-fei |
| Affiliation: | ZHANG Jie-xian ZHANG Yong-sheng ZHAO Xu-fei |
| Abstract: | Through the stress analysis of the frame-shear wall structure, discusses the relationship between the shear wall rigidity and seismic load, points out the method to determine the reasonable volume of shear wall, at the same time, puts forward the reasonable sheme of arrangement, to meet the housing requirements of use and deformation. |
| Keywords: | frame-shear wall quantity of shear wall rigidity arrangement of shear wall |
| 本文献已被 维普 万方数据 等数据库收录！ | |
