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- W2394393943 abstract "According to the experimental studies on 17 specimens of steel reinforced concrete(SRC) special-shaped columns under low cyclic reversed loading,the failure process and patterns were obtained.The failure characteristics,mechanical behaviors of SRC special-shaped columns such as the loading-displacement hysteretic loops and skeleton curves,load bearing capacity,displacement ductility,rigidity degradation and energy dissipation are analyzed.The experimental study indicates that the major failures of SRC special-shaped columns are shear diagonal compression failure and flexural failure,and the destruction mainly occurs in the part of the cross section which parallels the force direction.The hysteretic loops of SRC special-shaped columns are symmetric and plump.The specimens had good ductility and large rotation capacity,indicating excellent seismic behavior.Such columns can be adopted in high-rise buildings and the construction in high seismic fortification zone." @default.
- W2394393943 created "2016-06-24" @default.
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- W2394393943 date "2007-01-01" @default.
- W2394393943 modified "2023-09-23" @default.
- W2394393943 title "Experimental study on seismic behavior of steel reinforced concrete special-shaped columns" @default.
- W2394393943 hasPublicationYear "2007" @default.
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