| 朱海峰,张红亚.多层框剪结构剪力墙合理设置的地震反应分析[J].安徽建筑大学学报,2014,22(2):24-28 |
| 多层框剪结构剪力墙合理设置的地震反应分析 |
| THE SEISMIC RESPONSE ANALYSIS OF REASONABLE DECORATING OF SHEARING WALLS FOR THE MULTI-LAYER FRAME-SHEAR WALL SYSTEM |
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| DOI：10.11921/j.issn.2095-8382.20140205 |
| 中文关键词: 框架-剪力墙结构 结构设置 层间位移 层间位移角 |
| 英文关键词: frame-shear wall structure structure arrangement the layers displacement interlayer displacement angle |
| 基金项目:安徽省教育厅自然科学基金重点项目（KJ2012A054） |
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| 中文摘要: |
| 框架—剪力墙结构由于具有广泛的适用性和良好的抗震性能，在现代高层建筑中得到了广泛的应用。文章就某多层框剪结构办公楼剪力墙的不同设置位置进行了地震反应分析，通过剪力墙不同设置方案在多遇地震作用下楼层侧移以及层间位移角的对比分析，结合工程实例，探讨了多层框架剪力墙结构剪力墙合理设置方法。 |
| 英文摘要: |
| Frame-shear wall structure has been widely used in the high rise due to its good ability to resist the seismic behavior. The seismic response analysis of reasonable decorating of shearing walls for the frame-shear wall system is done. The article puts forward the concept of rational distribution for the multi-layer frame shear wall structure that based on the analysis of displacement and interlayer displacement angle for the actual engineering and contrast model. |
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