An Experiment on Seismic Shear Capacity for HRB500 Grade R/C Frame Columns within Yield Hinge Regions

Pin Wu Guan; Meng Chen

doi:10.4028/www.scientific.net/AMM.105-107.948

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Dynamic Response of a Ring-Stiffened Cylindrical Shell Subjected to Underwater Explosive Loading
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Research on Structural Influencing Coefficient of Moment-Resisting Steel Frames
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Comparison of Asphalt Ultraviolet Radiation Aging with other Aging Types by Infrared Adsorption Spectrum
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An Experiment on Seismic Shear Capacity for HRB500 Grade R/C Frame Columns within Yield Hinge Regions
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Analysis Method of Secondary Moment in Prestressed Plane Structures
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Chloride Binding of Self-Compacting Concrete with Different Crack Depths under Electric Migration Test
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Investigation of the Plane Model of Steel Staggered Truss System
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Study on the Distributed and Non-Stationary Dynamic Load Being Transformed into Several Equivalent Centralized Loads for Aerocraft
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 105-107An Experiment on Seismic Shear Capacity for HRB500...

An Experiment on Seismic Shear Capacity for HRB500 Grade R/C Frame Columns within Yield Hinge Regions

Abstract:

An experiment on shear capacity for HRB500 grade R/C frame columns within yield hinge regions is studied. The different failure modes for specimens within yield hinge regions are classified, and the hysteretic curves are studied. The shear contributions of stirrups and concrete for columns are analyzed in detail. Based on the experimental study, formulas for the shear capacity of reinforced concrete columns are supposed under seismic loading, and the different formulas are adopted to estimate the shear capacity for columns at different seismic levels, Both security and economy of structural design are all considered.