| 高烈度地区多层房屋两种结构体系的对比分析 |
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| 引用本文： | 武晓英,周东华,王鹏.高烈度地区多层房屋两种结构体系的对比分析[J].福建建材,2008(6):49-51. |
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| 作者姓名： | 武晓英 周东华 王鹏 |
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| 作者单位： | 昆明理工大学建筑工程学院 |
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| 摘 要： | 将高烈度地区多层房屋钢筋混凝土框架结构和框架-钢支撑结构这两种结构体系,从结构的受力特性、钢筋及混凝土用量等方面进行了比较及经济性分析,论证了框架-钢支撑结构在高烈度区比框架结构更具有优势。结构的力学性能分析采用中国建筑科学研究院研制的软件PKPM系列进行（PMCAD＋SATWE）。
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| 关 键 词： | 框架结构 框架-钢支撑结构 受力特性 经济性分析 |
Research on different structural systems of multi-story buildings in high intensity region |
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| Authors: | WU Xiao-ying ZHOU Dong-hua Wang-peng Faculty of Civil Engineering and Architecture Kunming University of Science and Technology Kunming |
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| Affiliation: | WU Xiao-ying ZHOU Dong-hua Wang-peng Faculty of Civil Engineering and Architecture,Kunming University of Science and Technology,Kunming 650224 |
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| Abstract: | This paper compares two kinds of multi-storey reinforced concrete structure forms, one is frame structure,the other is frame-bracing structure.And it compares them in many aspects,major in internal stress,concrete and steel reinforcement consumption and so on.It made a conculsion that frame-bracing structure will be better than frame structure in high intensity region.We use PKPM which was produced by Construction Science Institute of China as analytical software. |
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| Keywords: | frame structure frame-steel bracing structure stress analysis economic al analysis |
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