Finite Element Analysis of Wire Mesh Frame Wallboard under Seismic Action

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Abstract:

According to the force condition of wire mesh frame wallboard under seismic action, finite element program is used to conduct the deformation simulation analysis of 12 test pieces under different working conditions, obtaining the influencing factors that affect the deformation of wire mesh frame wallboard under vertical seismic action, which offers theoretical foundation for the design of wire mesh frame wallboard.

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2019-2023

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ai min Wang, Finite element analysis of displacement in the vertical load of Multi-ribbed composite wall, Industrial Construction ,Vol 36, pp.62-66, November 2006 (In Chinese)

Google Scholar

[2] Wei Huang, Multi-ribbed composite wall seismic performance and design theory research,[Ph.D. Thesis] , Xi'an University of Architecture and Technology 2004(In Chinese)

Google Scholar

[3] Li Jiu yang Finite element analysis of displacement of complexe wall cladding in horizontal load, Industrial Construction ,Vol 40 pp.87-89, 2010.12 (In Chinese)

Google Scholar

[4] Li Jiuyang Finite element analysis of displacement of composite wall cladding under wind load, ICETCE2011 pp.2261-2264, 2011.4

DOI: 10.1109/icetce.2011.5775235

Google Scholar

[5] Li Jiuyang Analysis of deformention of composite wall cladding panel,ICECE2011 pp.5193-5196, 2011.9

Google Scholar