| 新型梁柱板柱组合结构(住宅)体系的抗震性能分析 |
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| 引用本文： | 许巍,梁书亭,蒋永生.新型梁柱板柱组合结构(住宅)体系的抗震性能分析[J].东南大学学报(自然科学版),2001,31(6):9-13. |
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| 作者姓名： | 许巍 梁书亭 蒋永生 |
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| 作者单位： | 东南大学土木工程学院,南京,210096 |
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| 基金项目： | 国家自然科学基金，5987013， |
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| 摘 要： | 本文采用SATWE结构分析软件对该体系不同类型结构方案的抗震性能进行了对比，探讨了该结构的动力特性和地震反应，对比了不同的剪力墙设置方案。研究表明，该体系的抗震性能介于框架结构和板柱结构之间，未设置剪力墙的该体系可用于设防烈度为7度的多层结构，添加剪力墙后可用于8度区的小高层建筑。通过2个1：15的对比模型的振动台试验，对该体系的抗震性能进行了进一步的分析与验证。
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| 关 键 词： | 梁柱－板柱 组合结构 抗震性能 振动台试验 SATWE 动力特性 剪力墙 |
| 文章编号： | 1001-0505(2001)06-0009-05 |
Seismic Behavior Analysis of the New Resident System of Frame Supported Flat Plate Composite Structure |
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| Xu Wei,Liang Shuting,Jiang Yongsheng.Seismic Behavior Analysis of the New Resident System of Frame Supported Flat Plate Composite Structure[J].Journal of Southeast University(Natural Science Edition),2001,31(6):9-13. |
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| Authors: | Xu Wei Liang Shuting Jiang Yongsheng |
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| Abstract: | The seismic behaviors of various examples of the FSFP composite structure are calculated and analyzed by the computer software of SATWE.The dynamic property and seismic reaction are deeply studied and the typical patterns of R.C. shear wall are compared. The research shows that the seismic behavior of the FSFP composite structure is between that of pure frame structure and pure flat plate structure.It is concluded that the FSFP composite structure can be used in seismic zones of 7 degree intensity for buildings below 8 storeys,and with R.C. shear wall it can be used in seismic zones of 8 degree intensity for the high buildings of 816 storeys.The seismic behaviors of the FSFP composite structure are further studied and verified through comparing two 1/15 scale vibrating table tests. |
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| Keywords: | frame supported flat plate(FSFP) composite structure seismic behavior vibrating table test |
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