| 关于两阶段分析底层带支撑异型柱框架延性的问题 |
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| 引用本文： | 曹万林 魏文湘. 关于两阶段分析底层带支撑异型柱框架延性的问题[J]. 哈尔滨建筑大学学报, 1995, 28(6): 1-7 |
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| 作者姓名： | 曹万林 魏文湘 |
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| 作者单位： | 河北工业大学 |
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| 基金项目： | 河北省自然科学基金,河北省政委科研基金 |
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| 摘 要： | 本文在模型试验的基础上，提出了按两阶段分析底层带支撑异型柱框架延性的概念，可供抗震设计参考。
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| 关 键 词： | 异型柱框架 底层支撑 延性分析 配筋 |
Study on Two-stage Analysing of the Ductility of Framewith Special-shape Columns and Bracingsin the First Story |
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| Cao Wanlin, Wang Guangyuan, Wei Wenxiang ,Wu Jianyou. Study on Two-stage Analysing of the Ductility of Framewith Special-shape Columns and Bracingsin the First Story[J]. Journal of Harbin University of Civil Engineering and Architecture, 1995, 28(6): 1-7 |
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| Authors: | Cao Wanlin Wang Guangyuan Wei Wenxiang Wu Jianyou |
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| Affiliation: | Cao Wanlin; Wang Guangyuan; Wei Wenxiang ;Wu Jianyou |
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| Abstract: | In this paper, on the basis of model test, the concept of two-stage analysing of the ductility of frame with special-shape columns and bracings in the first story is presented. The conant can be used as reference for seismic design. |
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| Keywords: | braing in the first floor frame with special-shape column ductilily analysing |
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