| 有阻尼连廊对主体钢结构及连廊本身抗震性能的影响 |
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| 引用本文： | 戴培琪,何敏娟,杨杰.有阻尼连廊对主体钢结构及连廊本身抗震性能的影响[J].特种结构,2005,22(1):42-46. |
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| 作者姓名： | 戴培琪 何敏娟 杨杰 |
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| 作者单位： | 同济大学建筑工程系,上海,200092 |
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| 摘 要： | 以两多层钢框架单体用连廊连成一体的整体建筑为工程实例 ,考虑连廊的耦合作用 ,采用时程分析方法 ,计算了结构在罕遇地震下的动力响应 ,分析了连廊端部设置阻尼器后对整体结构和连廊本身抗震性能的影响程度。
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| 关 键 词： | 钢结构连廊 阻尼器 时程分析 罕遇地震 |
The Influence of Earthquake Resistance about the Main Steel Structure and Corridor Self with Installing Damper at the Corridor |
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| Dai Peiqi,He Minjuan,Yangjie.The Influence of Earthquake Resistance about the Main Steel Structure and Corridor Self with Installing Damper at the Corridor[J].Special Structures,2005,22(1):42-46. |
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| Authors: | Dai Peiqi He Minjuan Yangjie |
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| Abstract: | In this paper,based on an example of one whole structure,which are two multistory steel frame connected with a corridor,the dynamic response under severe earthquake excitation is analyzed by applying the time history analysis method with considering the coupling function of the corridor.The influence degree of earthquake resistance about the whole structure and the corridor self with installing damper at the end of the corridor is discussed. |
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| Keywords: | Steel corridor Damper Time history analysis Severe earthquake |
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