| 框支密肋复合板结构地震反应分析 |
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| 引用本文： | 冯文涛,丁永刚,涂成顺.框支密肋复合板结构地震反应分析[J].河南科学,2011,29(7):812-814. |
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| 作者姓名： | 冯文涛 丁永刚 涂成顺 |
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| 作者单位： | 河南工业大学土木建筑学院,郑州,450052 |
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| 基金项目： | 河南工业大学科研基金项目 |
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| 摘 要： | 根据密肋复合板结构的特点,对框支密肋复合板结构进行了简化,建立了框支密肋复合板结构的计算模型,采用有限元法对该结构的动力特性及时程反应进行了分析并与框架结构和剪力墙结构进行了对比分析.
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| 关 键 词： | 框支密肋复合板结构 有限元法 动力特性 地震反应 |
Seismic Response Analysis of Frame-Supported Multi-Ribbed Slab Structure |
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| Feng Wentao,Ding Yonggang,Tu Chengshun.Seismic Response Analysis of Frame-Supported Multi-Ribbed Slab Structure[J].Henan Science,2011,29(7):812-814. |
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| Authors: | Feng Wentao Ding Yonggang Tu Chengshun |
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| Institution: | (School of Civil Engineering and Architecture,Henan University of Technology,Zhengzhou 450052,China) |
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| Abstract: | Ribbed plate according to the structural characteristics of the frame supported ribbed plate is simplified,the establishment of a frame supported ribbed wall panel structure model,using the finite element analysis of dynamic characteristics of the structure and time history response frame and shear wall structure with comparative analysis. |
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| Keywords: | frame-supported multi-ribbed slab structure finite element method dynamic characteristics earthquake responses |
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