| 框架-剪力墙结构分析模型的地震响应比较研究 |
| |
| 引用本文： | 裴星洙,黎雪环.框架-剪力墙结构分析模型的地震响应比较研究[J].江苏科技大学学报(社会科学版),2008,22(6). |
| |
| 作者姓名： | 裴星洙 黎雪环 |
| |
| 作者单位： | 江苏科技大学土木与建筑工程学院,江苏镇江212003 |
| |
| 摘 要： | 将框架-剪力墙算例模型中的剪力墙简化为单墙柱和双墙柱模型后，分别作弹塑性静力分析，得出层剪力-层间位移曲线，确定和框架-剪力墙算例模型相对应的多质点系振动层模型侧移刚度，进行弹塑性地震响应时程分析，并与ANSYS软件直接计算得到的结果进行比较，得出如下结论：采用框架-剪力墙平面铰结体系进行抗震分析，剪力墙单墙柱和双墙柱模型具有一定的合理性和实用性，可作偏于安全设计，能为结构抗震初步设计提供参考．
|
| 关 键 词： | 剪力墙 单墙柱模型 双墙柱模型 时程分析 |
Comparative study on seismic responses of fame-shear wall structure analysis models |
| |
| PEI Xingzhu,LI Xuehuan.Comparative study on seismic responses of fame-shear wall structure analysis models[J].Journal of Jiangsu University of Science and Technology:Natural Science Edition,2008,22(6). |
| |
| Authors: | PEI Xingzhu LI Xuehuan |
| |
| Abstract: | This paper simplifies the shear wall as the single wall-column model and double wall-column model,and gets the layer shear and layer displacement curve based on the elastic-plastic static analysis.Also,it gains the stiffness of the multi-mass system vibration model corresponding to the frame-shell wall structure,and calculates the elastic-plastic seismic response with time-history analysis method.By comparing with the results obtained by ANSYS,some useful conclusions are gotten.With the frame-shell wall art... |
| |
| Keywords: | shear wall single wall-column model double wall-column model time-history analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
