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- W2373485442 abstract "Reinforced concrete infill walls increase the lateral stiffness of steel frames,providing the opportunity to use partially-restrained connections.In order to study seismic behavior of the steel frame-reinforced concrete infill walls,test on a two-story one bay specimen under cyclic load was conducted,along with the non-linear finite element analysis.Parametric analyses of 6 series and 22 finite element models were performed,in which 6 main influential factors including rotational stiffness of connections,width of infill walls,setup of headed studs,reinforcement ratios of infill walls,vertical loads from upper stories and compressive strength of concrete were considered.The analytical results indicate that reduction rotational stiffness of the connections,enhancement the width of infill walls,increasing numbers of horizontal headed studs,use general concrete and arranging reinforcement ratios of the concrete shear wall rationally would improve performance of the whole structure.Finally seismic design recommendations based on the results of experiment and finite element analysis are presented." @default.
- W2373485442 created "2016-06-24" @default.
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- W2373485442 date "2009-01-01" @default.
- W2373485442 modified "2023-09-23" @default.
- W2373485442 title "Hysteretic behavior analysis of steel frame-reinforced concrete infill wall structure with semi-rigid joints" @default.
- W2373485442 hasPublicationYear "2009" @default.
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