| 主框架梁布置对巨型结构抗震受力性能的影响 |
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| 引用本文： | 熊裕林,江帆,熊继锋,韩瑞祥.主框架梁布置对巨型结构抗震受力性能的影响[J].合肥联合大学学报,2013(3):75-77. |
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| 作者姓名： | 熊裕林 江帆 熊继锋 韩瑞祥 |
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| 作者单位： | [1]安徽建筑大学土木工程学院,合肥230022 [2]安徽省建设监理有限公司,合肥230001 [3]中国水电建设集团路桥工程有限公司,北京100048 |
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| 摘 要： | 运用有限元分析软件SAP2000对主框架梁位置布置不同的巨型框架结构进行地震反应的弹性时程分析．结果表明，随着巨型梁布置位置的上移，结构侧移变大，结构层间相对位移沿高度方向趋于不均匀，最大结构层间侧移发生部位逐渐上移．
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| 关 键 词： | 巨型框架 时程分析 抗震性能 层间位移 |
Seismic Performance of The Force on The Arrangement Position of Main Frame Beam for Mage Frame |
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| Authors: | XIONG Yu-lin JIANG Fan XIONG Ji-feng HAN Rui-xiang |
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| Institution: | 1. School of Civil Engineering, Auhui Jianzhu University, HeFei 230022 ; 2. Anhui Province Construction Supervision Co. Ltd, HeFei 230001 ; 3. Sinohydro Roadbridge Engineering Co. Ltd, Beijing 100048, China) |
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| Abstract: | In this paper, we use finite element analysis software SAP2000 on structural seismic response of elastic time-history analysis to different arrangement of the main frame beam position of the giant frame structure. The results show that, with the arrangement position of the rectangular beam shift, the side movement of the structure becomes large, the relative displacement of the structural layer tends to be uneven in the height direction and the position of lateral disolacement occurs move up. |
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| Keywords: | mega-frame structures time-history analysis seismic performance relative displacement |
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