| 底层带支撑异型柱框架抗震分析初探 |
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| 引用本文： | 曹万林,王光远.底层带支撑异型柱框架抗震分析初探[J].地震工程与工程振动,1995,15(2):62-74. |
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| 作者姓名： | 曹万林 王光远 |
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| 作者单位： | 河北工学院，河北工学院，河北工学院，哈尔滨建筑大学 中国天津 300132，中国天津 300132，中国天津 300132，中国哈尔滨 150006 |
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| 摘 要： | 本文在底层带支撑异型柱框架模型试验研究基础上，按抗震分析需要，对结构抗震性能问题、模型问题、填充墙刚度问题等进行了初步研究。简述了抗震分析方法，提出了供抗震设计参考的建议。
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| 关 键 词： | 底层支撑 异型柱框架 抗震分析 框架 |
EXPLORATION ON THE ASEISMIC STUDY OF THE FRAME WITH SPECIAL-SHAPED COLUMNS AND BRACINGS IN THE FIRST STOREY |
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| Cao Wanlin.EXPLORATION ON THE ASEISMIC STUDY OF THE FRAME WITH SPECIAL-SHAPED COLUMNS AND BRACINGS IN THE FIRST STOREY[J].Earthquake Engineering and Engineering Vibration,1995,15(2):62-74. |
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| Authors: | Cao Wanlin |
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| Abstract: | In this paper on the basis of experimental research on the model of frame with special-shaped columns and bracings in the first storey,according to the demands of aseismic analysis,the aseismic behavior of structure the calculative model and the stiffness of the filling wall are preliminarily studied. Aseismic analysis method is briefly stated. Some proposals for aseismic design are made. |
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| Keywords: | bracing in the first storey special-shaped column frame aseismic analysis |
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