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- W2363804980 abstract "In this paper,an altemate load path based analysis approach nonlinear static and nonlinear dynamic methoddogies,study the dffect of the location of the layout of the inlilled wall on the progressive collapse,performance of frame structure were investigated using.A four-story frame structure model is establelished for analysis pure frame structure and the frame structure of the considered layout of the infillde wall. The bottom of columns were removed from analysis and the ability of remaining structures to successfully abserb member loss was investigated. The simulation results show that infill walls were not only support a certain degree of vertical loads but also extend the remaining structure ductility and the extend of inner loads redistribution on failure span,evidently reducing the vertical displancement on failure spot and uniforming the axial force on all columns. The nonuniform layout of the infill walls have obvious weakening effect on the capacity of progressive collapses resistance performance of frame structure,the number and the location of the infilled wall should pay special attention to when designing,avoid formation the weak layer." @default.
- W2363804980 created "2016-06-24" @default.
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- W2363804980 date "2013-01-01" @default.
- W2363804980 modified "2023-09-25" @default.
- W2363804980 title "Research on the Progressive Collapses Resistance Performance of RC Frame Structure Including Effects of Infill Walls" @default.
- W2363804980 hasPublicationYear "2013" @default.
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