| 不同计算模型对异形柱结构体系抗震分析的影响 |
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| 引用本文： | 李颖晔. 不同计算模型对异形柱结构体系抗震分析的影响[J]. 安徽建筑, 2007, 14(4): 92-92,100 |
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| 作者姓名： | 李颖晔 |
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| 作者单位： | 蚌埠市建筑工程设计院,安徽,蚌埠,233001 |
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| 摘 要： | 钢筋混凝土异形柱指的是除矩形、圆形以外的截面形式,如T形、十字形、L形等截面形式,仅由钢筋混凝土异形柱作为竖向构件组成的结构体系,称之为异形柱框架结构,它一般可用于多层住宅等。文章主要论述了不同计算模型的异型柱结构体系抗震的影响,并就此展开分析。
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| 关 键 词： | 异形柱 结构设计 抗震分析 |
| 文章编号： | 1007-7359（2007）04-0092-02 |
| 修稿时间： | 2007-04-23 |
Influence of Different Computations to the Seismic Analysis of Shaped Column Structure |
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| Li Yingye. Influence of Different Computations to the Seismic Analysis of Shaped Column Structure[J]. Anhui Architecture, 2007, 14(4): 92-92,100 |
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| Authors: | Li Yingye |
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| Affiliation: | Bengbu Construction Engineering Design Institute, Bengbu 233001, China |
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| Abstract: | RC shaped column refers to the cross section with T-shape, cross shape or L-shape instead of rectangle shape or circular shape. Structure only with RC shaped column as the vertical elements is called shaped column frame structure that is usually exercised in multi-storied building. The paper mainly discusses and analyzes different computations to the seismic analysis of shaped column structure. |
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| Keywords: | shaped column structural design seismic analysis |
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