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Experimental Investigation of Concrete-Filled High-Strength Steel Tubular X Joints
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental investigation of concrete-filled high-strength steel tubular X joints. The high-strength steel tubes were cold formed into square and rectangular hollow sections with nominal .2% proof ...
Elastoplastic Lateral-Torsional Buckling Behavior of Curved Rectangular Tubular Flange Composite Girders under a Midspan Concentrated Load
Publisher: American Society of Civil Engineers
Abstract: AbstractRectangular tubular flange composite girders are highly suitable for the construction
of horizontally curved structures due to their exceptional flexural stiffness and
resistance to flexural-torsional deformations. ...
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