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《Journal of Earthquake Engineering and Engineering Vibration》 2013-01
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Study on seismic behavior of bottom strengthened I-section concrete filled steel tube columns

HUI Cun,CAO Wanlin,DONG Hongying,XU Fangfang(College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China)  
The I-section concrete filled steel tube(CFST) column and the bottom strengthened I-shaped cross section CFST column,in which the column flange was welded with steel plates,were proposed.Three column models with different constructions were tested under horizontal low cyclic loading.Model 1 was a conventional I-section CFST column;model 2 was an I-section CFST column with its outer part at the bottom of flange welded with steel plates;model 3 was an I-section CFST column with its surrounding part at the bottom of flange welded with steel plates.The failure characteristics,load-bearing capacity,stiffness and degradation process,ductility and hysteretic energy dissipation capacity of the models were analyzed.The calculation formula for cross section and oblique section load-bearing capacity of bottom strengthened I-shaped cross section CFST column was given,and the results obtained from the calculation are in good agreement with those from the experiments.The study shows that the load-bearing capacity,ductility and seismic energy dissipation capacity of the bottom strengthened I-section CFST column are improved obviously compared with the conventional I-section CFST column.
【Fund】: 国家自然科学基金项目(50978005);; 北京市高层次人才项目(PHR20100502)
【CateGory Index】: TU398.9;TU352.11
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