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- W2364470343 abstract "In this paper,by means of experimental study on 4 pieces of T-shaped and 2 pieces of crisscross-shaped reinforced concrete columns under cyclic loading,the strength,stiffness and ductility of special-shaped column in different axial pressure ratio are analyzed.The function of different flange on raising seismic capacity of special-shaped column is discussed.The restoring force model is also considered.These provide the basis for seismic design of special-shaped columns.When the axial pressure ratio gets more,its endurance and stiffness also go up,but its ductility is weak; when the pillar's flange gets longer,its endurance and stiffness increase,which makes the structure designing easier but the flange should be well arranged to avoid turning into short pillar.The area of concrete in the flange is smaller,so it is severely damaged and the bars are in the situation of badly bending.So it is recommended to better the quality degree of concrete to increase its endurance against pressure." @default.
- W2364470343 created "2016-06-24" @default.
- W2364470343 creator A5090981468 @default.
- W2364470343 date "2005-01-01" @default.
- W2364470343 modified "2023-09-23" @default.
- W2364470343 title "Testing Study on Seismic Behavior of R.C.Special-Shaped Column with Different Flange" @default.
- W2364470343 hasPublicationYear "2005" @default.
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