| 有限元分析钢筋混凝土框架结构水平地震作用 |
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| 引用本文： | 李新,方和江. 有限元分析钢筋混凝土框架结构水平地震作用[J]. 国外建材科技, 2010, 31(6): 69-71 |
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| 作者姓名： | 李新 方和江 |
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| 作者单位： | 武汉市黄陂区公路管理局,武汉430300 |
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| 摘 要： | 依据抗震设计规范,采用有限元ANSYS软件,对钢筋混凝土框架结构的水平地震作用进行分析。并与国内通用结构分析软件PKPM分析结果进行比较。所提供的分析方法为此类结构的抗震性能研究提供了一种有效的途径。
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| 关 键 词： | 框架结构 ANSYS软件 水平地震作用 |
Application of ANSYS to Analyze the Horizontal Earthquake Action of Frame of Reinforced Concrete |
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| LI Xin,FANG He-jiang. Application of ANSYS to Analyze the Horizontal Earthquake Action of Frame of Reinforced Concrete[J]. Science and Technology of Overseas Building Materials, 2010, 31(6): 69-71 |
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| Authors: | LI Xin FANG He-jiang |
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| Affiliation: | (Highway Administration Bureau of Huangpi District of Wuhan, Wuhan 430300, China) |
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| Abstract: | According to the present code for seismic design of building, the horizontal earthquake action the frame of reinforced concrete （RC） was analyzed by ANSYS software. And the analysis results were compared with those of PKPM and manual method. One kind of effective approach to study the seismic response of the frame of reinforced concrete （RC） was put forward. |
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| Keywords: | the frame structure ANSYS software horizontal earthquake action |
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