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Analysis of Bottom Frame Masonry Structure Residential Building Transition Layer Design
Based on a seven-storey Masonry structure building with bottom framework . This paper states and analysis it’s aseismic design,has been obtain the internal forces and deformation of this structure in the earthquake. Mathematical model built in full accordance with the current design specifications ,The comparison of calculated results with experimental results agree with well . In addition present a sustainable design method to improve the seismic capacity of such structures in earthquake action.Have a certain reference value to the engineering staff.
Analysis of Bottom Frame Masonry Structure Residential Building Transition Layer Design
Based on a seven-storey Masonry structure building with bottom framework . This paper states and analysis it’s aseismic design,has been obtain the internal forces and deformation of this structure in the earthquake. Mathematical model built in full accordance with the current design specifications ,The comparison of calculated results with experimental results agree with well . In addition present a sustainable design method to improve the seismic capacity of such structures in earthquake action.Have a certain reference value to the engineering staff.
Analysis of Bottom Frame Masonry Structure Residential Building Transition Layer Design
Applied Mechanics and Materials ; 256-259 ; 608-611
13.12.2012
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Analysis of Bottom Frame Masonry Structure Residential Building Transition Layer Design
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