STUDY OF NONLINEAR ANALYSIS METHOD FOR MASONRY BASED OPENSEES

Zheng Shansuo; Ma Delong; Shang Xiaoyu

doi:10.13204/j.gyjz2001412012

Volume 44 Issue 12

Feb. 2015

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Zheng Shansuo, Ma Delong, Shang Xiaoyu. STUDY OF NONLINEAR ANALYSIS METHOD FOR MASONRY BASED OPENSEES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 68-73. doi: 10.13204/j.gyjz2001412012

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Zheng Shansuo, Ma Delong, Shang Xiaoyu. STUDY OF NONLINEAR ANALYSIS METHOD FOR MASONRY BASED OPENSEES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 68-73. doi: 10.13204/j.gyjz2001412012

Zheng Shansuo, Ma Delong, Shang Xiaoyu. STUDY OF NONLINEAR ANALYSIS METHOD FOR MASONRY BASED OPENSEES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 68-73. doi: 10.13204/j.gyjz2001412012

Citation:

Zheng Shansuo, Ma Delong, Shang Xiaoyu. STUDY OF NONLINEAR ANALYSIS METHOD FOR MASONRY BASED OPENSEES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 68-73. doi: 10.13204/j.gyjz2001412012

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STUDY OF NONLINEAR ANALYSIS METHOD FOR MASONRY BASED OPENSEES

doi: 10.13204/j.gyjz2001412012

Publish Date: 2014-12-20

Abstract

Abstract

The finite element analysis of masonry structures has always been complex and difficult to ensure its accuracy． To avoid the difference of the stiffness by using the equivalent framework to simplify and analyse the masonry，the single bending deformation adjustment factor α and single shear deformation adjustment factor β were used to adjust the stiffness of the structure，which was verified from theoretical analysis and simulation，showing that the introduction of the adjustment factors was accurate and reasonable to do the nonlinear numerical analysis of the masonry． The result also showed that using shear deformation adjustment factor was superior to bending adjustment factor in precision of simulating．
- masonry,
- finite element analysis,
- equivalent frame,
- adjustment factors,
- OpenSEES

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