Cyclic Behavior of Four-Limbed Circular CFST Latticed Beam- Columns [PDF]
Experimental tests to investigate the behavior of four-limbed circular concrete-filled steel tube (CFST) latticed beam-columns under constant axial compression and cyclic lateral force were carried out.
Fu, F., Liu, M., Yang, Y-F.
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This study aims to examine the effects of local corrosion on the axial compression performance of concrete-filled steel tubular (CFST) members. Nineteen CFST short columns with local corrosion were designed and fabricated to undergo axial compression ...
Wei Fang +5 more
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Studying the Buckling Behavior of Composite Columns CFST) by Cyclic Loading
One of the most sensitive decisions a structural designer should consider is choosing the type of consumables in the structure. This decision is in many cases dependent on the type of structure, financial issues also the experience and skill of the designer. The main aim pursued in the design is to obtain highly secure, economical structures.
Seyed Ali Mousavi Davoudi +1 more
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Behaviour of CFRP externally-reinforced circular CFST members under combined tension and bending
This paper investigates the performance of circular concrete-filled steel tubes (CFST) externally reinforced by carbon fibre reinforced polymer (CFRP) sheets under the combined actions of tension and bending.
Yu, Qing +2 more
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This paper presents a finite element analysis (FEA) of and reliability study on concrete-filled steel tube (CFST) members under the combined effects of corrosion and compressive loading.
Dan-Yang Ma, Shuai Ma, Li-Yan Xu
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THE STUDY ON SEMIRIGID JOINTS OF CFST FRAME [PDF]
Zhan Wang +3 more
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Axial Load Capacity Prediction of Concrete-Filled Steel Tubes Using Machine Learning: A Comparative Study. [PDF]
Chen B, He W, Huang L, Shi X.
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Performance evaluation of light-gauge CFST columns incorporating expansive self-compacting concrete. [PDF]
Ganga V +5 more
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Generative adversarial networks for enhanced performance prediction of square CFST members under axial tension. [PDF]
Zhang H, Liu Y, Yan J.
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Influence of connection configuration on the punching resistance of CFST column-RC slab systems under eccentric loading. [PDF]
Ghalla M +5 more
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