| 刍议高层剪力墙结构中有关连梁的设计 |
| |
| 引用本文： | 陈,楷.刍议高层剪力墙结构中有关连梁的设计[J].山西建筑,2014(12):48-50. |
| |
| 作者姓名： | 陈 楷 |
| |
| 作者单位： | 上海中科建筑设计院有限公司,上海200031 |
| |
| 摘 要： | 针对高层剪力墙结构中连梁承载力无法满足设计要求的情况,主要对连梁抗震设计中存在的问题进行了分析,并对如何降低连梁的内力进行了研究,同时根据规范,提出了调整连梁刚度的方法,以供参考。
|
| 关 键 词： | 剪力墙 连梁 刚度折减系数 设计 |
On design for coupling beam in high-rise shearing wall structure |
| |
| CHEN Kai.On design for coupling beam in high-rise shearing wall structure[J].Shanxi Architecture,2014(12):48-50. |
| |
| Authors: | CHEN Kai |
| |
| Affiliation: | CHEN Kai (Shanghai Zhongke Architectural Design Institute Co. ,Ltd, Shanghai 200031, China) |
| |
| Abstract: | According to the fact that the coupling loading capacity can not meet the demand of the design in the high-rise shearing wall structure, the paper analyzes some problems in the coupling-beam anti-seismic design, researches how to lower the internal stress of the coupling beam, and points out the method to adjust the stiffness of the beam according to the regulation, so as to provide some reference. |
| |
| Keywords: | shearing wall coupling beam stiffness coefficient of folding scissor design |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
