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现浇空心板抗弯受力性能及设计理论
引用本文:肖紫菊. 现浇空心板抗弯受力性能及设计理论[J]. 价值工程, 2010, 29(27): 76-76
作者姓名:肖紫菊
作者单位:吉林省轻工业设计研究院,长春,130021
摘    要:本文主要对现浇空心板进行了非线性有限元分析,并且介绍了现浇空心板的受力特点和设计原理,从而说明此种结构的可行性,为今后的实际应用提供设计依据。并介绍了几种常见的空心板设计理论。

关 键 词:空心板  有限元  设计理论

The Bending Properties Analysis and Design Theory of the In-situ Concrete Hollow Slab
Xiao Ziju. The Bending Properties Analysis and Design Theory of the In-situ Concrete Hollow Slab[J]. Value Engineering, 2010, 29(27): 76-76
Authors:Xiao Ziju
Affiliation:Xiao Ziju (Jilin Light Industry Design and Research Institute, Changehun 130021, China)
Abstract:In this paper, the in-situ concrete hollow slab is conducted a non-linear concrete hollow slab finite element analysis,and the force characteristics and design principles of the in-situ concrete hollow slab are introduced, which can show the feasibility of such a structure and provide practical applications basis for the future design and several common hollow board design theories are introduced.
Keywords:concrete hollow slab  finite element saving  design theory
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