| 水平-竖向复合隔震框架的减震效果分析 |
| |
| 引用本文： | 邱刚.水平-竖向复合隔震框架的减震效果分析[J].山西建筑,2008,34(19). |
| |
| 作者姓名： | 邱刚 |
| |
| 作者单位： | 唐山市房屋拆迁办公室,河北,唐山,063000 |
| |
| 摘 要： | 以一栋4层框架结构综合楼为例,对其隔震前后结构的动力特性进行了探讨,采用SAP2000软件对复合隔震结构和非隔震结构进行时程响应非线性对比分析,得到复合隔震结构的地震反应明显降低的结论。
|
| 关 键 词： | 框架结构 复合隔震 动力特性 地震响应 |
The damping effect analysis of level-vertical complex seismic isolation framework |
| |
| QIU Gang.The damping effect analysis of level-vertical complex seismic isolation framework[J].Shanxi Architecture,2008,34(19). |
| |
| Authors: | QIU Gang |
| |
| Abstract: | Take a four layers framework structure complex building as example,the dynamic characteristics of structure before and after seismic isolation were discussed,it can be concluded that the earthquake response of complex seismic isolation structure decreased obviously by nonlinear analysis of complex seismic isolation structure and seismic non-isolation structure using SAP2000 software. |
| |
| Keywords: | framework complex seismic isolation dynamic characteristics seismic response |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
