|
|||||
|
|
| 板柱-剪力墙超限高层建筑结构地震反应分析及处理措施 | |
| 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,2009,30(6):54-57. |
| 作者姓名： | 孙军 吴学清 尤琪 刘春玲 |
| 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 |
| 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SAP2000 MIDAS,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. |
| 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 |
|
| 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,2009,30(6):54-57. | |
| Authors: | SUN Jun WU Xue-qing YOU Qi LIU Chun-ling |
| Affiliation: | SUN Jun,WU Xue-qing,YOU Qi,LIU Chun-ling(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) |
| 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. |
| Keywords: | slab-column and shear wall structure seismic response analysis transfinite high-rise building |
| 本文献已被 维普 万方数据 等数据库收录！ | |
