| 板柱-剪力墙超限高层建筑结构地震反应分析及处理措施 |
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| 引用本文： | 孙军,吴学清,尤琪,刘春玲.板柱-剪力墙超限高层建筑结构地震反应分析及处理措施[J].华北水利水电学院学报(社会科学版),2009,25(6):54-57. |
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| 作者姓名： | 孙军 吴学清 尤琪 刘春玲 |
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| 作者单位： | [1]河北工程大学资源学院,河北邯郸056021 [2]邯郸职业技术学院建工系,河北邯郸056001 [3]华北水利水电学院,河南郑州450011 [4]河北工程大学机电学院,河北邯郸056038 |
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| 摘 要： | 为了验证板柱-剪力墙超限高层建筑结构是否满足抗震设防要求，以具体超限高层建筑结构工程为例，采用SAP2000MIDAS，ABAQUS和ANSYS程序对其结构在不同工况下的动力反应进行了分析对比．结果表明，板柱-剪力墙超限高层建筑通过采用合理的结构方案及适当的抗震措施，能够满足抗震设防要求，对进一步了解此类结构的性能、验证结构抗震能力、完善抗震设计理论具有重要的指导意义．
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| 关 键 词： | 板柱-剪力墙结构 地震反应分析 超限高层建筑 |
Seismic Response Analysis and Treatment Measures of Slab-column and Shear Wall on Transfinite High-rise Building |
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| SUN Jun,WU Xue-qing,YOU Qi,LIU Chun-ling.Seismic Response Analysis and Treatment Measures of Slab-column and Shear Wall on Transfinite High-rise Building[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power(Social Sciences Edition),2009,25(6):54-57. |
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| Authors: | SUN Jun WU Xue-qing YOU Qi LIU Chun-ling |
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| Institution: | 1. Natural Resource College, Hebei University of Engineering, Handan 056021 , China; 2. Department of Architecture and Engineering,Vocational and Technical College of Handan,Handan 056001 ,China; 3. North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011, China; 4. College of Mechanical and Electrical Engineering, Hebei University of Engineering, Handan 056038, China) |
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| Abstract: | A slab-column and shear wall high-rise building structure was analyzed and computed to verify whether it meet anti-seismic requirement or not. Let＇ s took a concrete transfinite high-rise building project for an example, under different conditions, the dynamic response of its structure was analyzed by a structural analysis program, such as SAP2000, MIDAS, ABAQUS 和 ANSYS. The results show that,by taking a reasonable and appropriate anti-seismic measures, the slab-column and shear wall transfinite high-rise building can meet the anti-seismic requirements. What＇ s more,for a better understanding of the characteristics of such structures,the certification of anti-seismic capacity and the improvement of the anti-seismic design theory,it has played a significant role not only; in the theoretical area but also in the practical project. |
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| Keywords: | slab-column and shear wall structure seismic response analysis transfinite high-rise building |
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