| 多层异形柱框架结构的抗震分析 |
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| 引用本文： | 陈训聪.多层异形柱框架结构的抗震分析[J].华侨大学学报(自然科学版),1999,20(1):61-64. |
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| 作者姓名： | 陈训聪 |
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| 作者单位： | 泉州市建筑设计院 |
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| 摘 要： | 框加结构具有较好的抗震性能，灵活的使用空间，例题其柱截面较大，墙面凸处，影响使用，针对多层建筑的结构计算采用设计中常用的振型分解地和动力时程法，研究多层建筑中异形柱框架结构的动力特性，并对结构进行抗震分析。结果表明，异形柱框架结构的抗震性能完全可以满足规范的要求。
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| 关 键 词： | 抗震分析 框架结构 异形柱框架 高层建筑 |
Aseismatic Analysis of Multiple Storied Frame Structure with Special Typed Columns |
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| Chen Xuncong.Aseismatic Analysis of Multiple Storied Frame Structure with Special Typed Columns[J].Journal of Huaqiao University(Natural Science),1999,20(1):61-64. |
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| Authors: | Chen Xuncong |
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| Abstract: | The frame structure excels in its aseismatic performance and flexible usable space;but its utilization is affected by fairly large section of columns and prominances on the wall.By adopting the methods of vibrating decomposition and dynamic time distance commonly used in engineering design,the author makes a study on the dynamic property of multiple storied frame structure with special shaped columns; and carries on an aseismatic analysis. As shown by the study, the aseismatic performance of frame structure with special shaped columns will completely fulfil standard requirements. |
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| Keywords: | special shaped column frame structure aseismatic analysis |
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