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- W2385799732 abstract "The failure of T shaped short-limbed shear wall is brittle when flags are tensile in eccentrically compression,bearing capacity and ductility show differences when push and pull are compared.In order to enhance the seismic behavior of this structure,we set section steel on web.It is a new type of steel-concrete composite member—steel reinforced concrete short-limbed shear wall.Based on the experimental research on steel reinforced concrete short-limbed shear wall under reversed cyclic loading,this paper reveals the failure pattern of T shaped steel reinforced concrete short-limbed shear wall.The result shows that their bearing capacity and ductility which depose a few section steel can be obviously enhanced.The hysteresis curve is approximate symmetry,and these members have good seismic behavior." @default.
- W2385799732 created "2016-06-24" @default.
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- W2385799732 date "2009-01-01" @default.
- W2385799732 modified "2023-09-26" @default.
- W2385799732 title "An experiment study on the behavior of steel reinforced concrete shortlimbed shear wall structure under different directional cyclic loading" @default.
- W2385799732 hasPublicationYear "2009" @default.
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