Calculation and Analysis of Composite Wall Frame by Finite Element

Xian Qin Hou

doi:10.4028/www.scientific.net/AMM.578-579.460

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Calculation and Analysis of Composite Wall Frame...

Calculation and Analysis of Composite Wall Frame by Finite Element

Abstract:

The lightweight frame structure with Multi-ribbed slab is a new energy-efficient residential architecture. The Multi-ribbed composite wall of the frame structure plays an important role as the main bearing components. This paper mainly discussed the mechanical performance of composite wall. A simplified frame-plane model was built based on the theoretical analysis of the composite wall. The professional calculating program has been designed and written by FORTRAN, and the calculation and analysis of the typical model has been completed with the program. Finally, the frame-plane simplified model was further calculated and analyzed by ANSYS. The method used in this paper may open a new approach for simulating and analyzing the mechanical performance in engineering practice and the result we got may provide some theory basis for the application of Multi-ribbed slab frame structure.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

460-463

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.460

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Online since:

July 2014

Authors:

Xian Qin Hou*

Keywords:

ANSYS, Composite Wall, FEM, Frame-Plane Model

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References

[1] [Saneinejad A, Hobbs B. Inelastic Design of Infilled Frames [J].J. Struct. Eng, 1995, 121(4): 634－650.

DOI: 10.1061/(asce)0733-9445(1995)121:4(634)

Google Scholar

[2] SUIDI M, SCHNOBRICH W C. Finite element ana1ysis of reinforced concrete[J]. J of the structural Division, 1997, 99.

Google Scholar

[3] Yingchang WANG, Zheng LIU, Wenqun ZHOU, Qingning LI. Structural Mechanics, Metallurgical Industry Press , (2004).

Google Scholar

[4] Yonghua FU. The foundation of finite element analysis. Wuhan: Wuhan University Press. (2003).

Google Scholar

[5] Xian university of science and technology building construction engineering institute of new technology. Multi-ribbed wall panel of light frame structure theory and applied research, (2000).

Google Scholar

[6] Dong ZHAO, Ping CHEN, Qianfeng YAO. analysis on Multi-ribbed wall light box structure by finite element . Journal of Xi an University of Architecture & Technology, (2002).

Google Scholar