Study on the Mechanical Properties and Seismic Performance of Beam-Column Joints of Wooden Structure Building

Li Wen Luan; Zhong Tao

doi:10.4028/www.scientific.net/AMM.483.305

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Study on the Mechanical Properties and Seismic Performance of Beam-Column Joints of Wooden Structure Building
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 483Study on the Mechanical Properties and Seismic...

Study on the Mechanical Properties and Seismic Performance of Beam-Column Joints of Wooden Structure Building

Abstract:

This paper mainly depends on experiment. Take theory and software analysis as supplement. Using pine and fir as test material, the quantitative analysis, using uniform design method to qualitative pine, fir wood block the relationship between mechanical properties and geometrical parameters in the case of triangle, failure characteristics through experimental phenomenon of different materials and different sizes of wood in the triangle block pressure, finally using finite element analysis software ANSYS/LS-DYNA to simulate and analyze test. By comparing the analysis result of test and software, find out the problems and corresponding correction. The final analysis laid the foundation for the whole static wood structure analysis and dynamic. To provide scientific and technical support for rural residential "seismic safety engineering", thus forming the new wooden structure node and reinforcement for clause.

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Periodical:

Applied Mechanics and Materials (Volume 483)

Pages:

305-308

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.483.305

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Online since:

December 2013

Authors:

Li Wen Luan, Zhong Tao

Keywords:

ANSYS/LS-DYNA, FIR, Pine, Static Analysis, Triangular Wedge Pressure, Uniform Design Method

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