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| 某耗能减震框肢剪力墙转换结构分析 | |
| 引用本文： | 周云,冷加冰,侯家健.某耗能减震框肢剪力墙转换结构分析[J].防灾减灾工程学报,2009,29(2). |
| 作者姓名： | 周云 冷加冰 侯家健 |
| 作者单位： | 1. 广州大学土木工程学院,广州,510006 2. 广州大学土木工程学院,广州,510006;吴江市建筑设计院有限责任公司,江苏,吴江,215203 3. 华南理工大学建筑学院,广州,510641 |
| 基金项目： | 国家自然科学基金，建设部科学技术项目，广州市建委科技基金 |
| 摘 要： | 采用复合型铅粘弹性阻尼器对带转换层框肢剪力墙结构的某酒店进行了耗能减震设计,对耗能减震结构和钢支撑结构进行了对比分析,包括反应谱和局部非线性多遇地震作用和罕遇地震作用下的时程分析。结果表明,底部框架结构布置复合型铅粘弹性阻尼器后,在多遇和罕遇地震情况下层间位移能满足《建筑抗震设计规范》要求,并且采用耗能减震结构能优化整体结构,不会对转换层上部结构产生不利的影响,能更好地改善结构的抗震性能。 |
| 关 键 词： | 框肢剪力墙转换结构 耗能减震 复合型铅粘弹性阻尼器 抗震性能 |
Analysis of Column-shear-wall Transfer Structure with Energy Dissipation Devices |
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| ZHOU Yun,LENG Jia-bing,HOU Jia-jian.Analysis of Column-shear-wall Transfer Structure with Energy Dissipation Devices[J].Journal of Disaster Prevent and Mitigation Eng,2009,29(2). | |
| Authors: | ZHOU Yun LENG Jia-bing HOU Jia-jian |
| Institution: | ZHOU Yun~1,LENG Jia-bing~(1,2),HOU Jia-jian~3 (1.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China,2.Wujiang Architectural Design Institute Co.,LTD,Wujiang 215203,3.Department of Architecture,South China University of Technology,Guangzhou 510641,China) |
| Abstract: | A column-shear-wall transfer structure with the mixed lead viscoelastic dampers was designed. The response spectrum analysis and local nonlinear time history analysis in frequently occurred earthquake and seldomly occurred earthquake of the column-shear-wall transfer structure,added with the mixed lead viscoelastic dampers and steel braces of the frame story,are completed.The results show that the interstory displacement of the structure with energy dissipation devices can meet the seismic performance deman... |
| Keywords: | column-shear-wall transfer structure energy dissipation mixed lead viscoelastic damper seismic behavior |
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