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《Earthquake Engineering and Engineering Vibration》 2003-05
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Experimental study on bearing capacity of long concrete filled steel tubular columns with axial compression

LI Bin1,2,WEN Yang2(1.Xi'an University of Architecture Technology,Xi'an 710055,China; 2. Department of Civil Engineering,Baotou Institute of Steel, Baotou 014010, China)  
By experimental research of twelve concretefilled steel tubes which have four kinds of lengthtodiameter ratio, we can get the influence factors of the bearing capacity of long concrete filled steel tubular columns. The tangential modulus and the conception of metal material are led to the limit bearing capacity formula of the concretefilled steel tube long column subjected to axial compression.
【CateGory Index】: TU398.9
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