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《Sichuan Building Science》 2006-01
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Comparison on the structural performance of prestressed concrete frames with T-section column and with rectangular section column

CAO Yun-zhong~1,ZHENG Cui-xia~2 (1.Zhejian Univercity,Architectral Engineering collage,Hangzhou 310027,China;2.Zhejian Yefeng Estate Complex,Hangzhou 310000,China)  
After nonlinear finite analysis method on prestressed concrete frame with T-section column was studied,a quite correct and general method to describe the mechanical feature of a working prestressed concrete frame with T-section column was obtained.And the computer programme was designed with FORTRAN90.Then after the programme was validated,the structure feature of prestressed concrete frame with T-section column was compared with that of prestressed concrete frame with rectanglular section column by plenty of result of calculating with computer.Then obtained their merit and shortcoming according to the result of study.
【Fund】: 浙江省建设厅资助项目
【CateGory Index】: TU378.4
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