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《Sichuan Building Science》 2012-02
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Nonlinear analyses of PEC columns fabricated with thin-walled built-up section

LU Jia1,2,DAI Yaping3,MA Ji2(1.Huishan Highway Management Service of Wuxi,Wuxi 214183,China; 2.College of Civil Engineering,Universiy of Science and Technology of Suzhou,Suzhou 215011,China; 3.Suzhou Institute of Architectural Design Co.,Ltd.,Suzhou 215021,China)  
To investigate the performance of PEC column with thin-walled built-up section,the FEM software named ABAQUS was adoppted to analyze 4 test specimens of PEC columns,compared with the test results,the effective behaviors of hoop space,layout of strong or weak axis,axial compression ratio and concrete on the loading-carrying capacity and deformance patterns of PEC column were derived,it provided some suggestions for the relevant researchers and designers.
【Fund】: 国家住建部科研项目(2009—K2—23)
【CateGory Index】: TU392.1
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