| 试论带转换层型钢混凝土框架-核心筒混合结构关键设计 |
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| 引用本文： | 李君宏.试论带转换层型钢混凝土框架-核心筒混合结构关键设计[J].甘肃联合大学学报(自然科学版),2011,25(6):51-53. |
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| 作者姓名： | 李君宏 |
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| 作者单位： | 甘肃建筑职业技术学院,甘肃兰州,730050 |
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| 摘 要： | 混合结构是我国高层建筑中首选结构体系之一,本文阐述了高层框架-核心筒混合结构的定义,并重点对框架-核心筒混合结构的关键设计方法进行了探讨,认为混凝土核心筒、剪力墙的延性、墙体内设置型钢、钢板剪力墙等是带转换层型钢混凝土框架-核心筒混合结构设计中的关键.
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| 关 键 词： | 框架-核心筒 结构 设计 |
Discussion on Key Design Composite Steel and Concrete Frame-core Wall Structure with Transfer Floor |
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| LI Jun-hong.Discussion on Key Design Composite Steel and Concrete Frame-core Wall Structure with Transfer Floor[J].Journal of Gansu Lianhe University :Natural Sciences,2011,25(6):51-53. |
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| Authors: | LI Jun-hong |
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| Institution: | LI Jun-hong(Gansu Construction Vocational and Technical College,Lanzhou 730050,China) |
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| Abstract: | Composite structure is one of first choices in high-rise building structure system,in this paper,the definition of high-rise frame-core wall Structure were expounded,and the key design frame-core wall structure is mainly discussed,concrete tube,shear walls ductility,walls with embedded section steel,steel plate shear wall are a key in design. |
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| Keywords: | frame-core wall structure design |
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