Buckling Analysis Of Concrete Filled Steel Tube Columns
The use of CFST in building construction has increased sig nificantly in the recent years mainly due to its simple construction sequence and superior structural perform ance. Therefore,it is necessary to understand their behavior as structural member. Extensive experiment al studies about concrete filled steel tubes (CFSTS) have been conducted in past.
MR.K.SURESH KUMAR, SRI.O. SURESH
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Experimental study on rubber concrete filled steel tube members under pure bending. [PDF]
Wu H, Wang C, Bai Y, Tong S, Liu Y.
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Research on stress performance of universally wrapped assembled joints of lattice wind power tower with concrete-filled steel tube. [PDF]
Wen Y, Liu Z, Xiong W.
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Quasistatic Analysis of Precast Segmental Concrete-Filled Steel-Tube Bridge Pier with External Arched Energy Dissipation Device. [PDF]
Wang C +5 more
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Numerical Investigations on Seismic Behavior of Segmental Assembly of Concrete Filled Steel Tube Piers with External Replaceable Energy-Dissipating Links. [PDF]
Wang C +6 more
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Behaviour of Concrete Filled Rectangular Steel Tube Column
The Concrete Filled Steel Tube (CFST) member has many advantages compared with the conventional concrete structural member made of steel reinforcement. CFSTs are frequently used for columns, caissons and for piers, deep foundations because of their large compressive stiffness.
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Axial Compressive Properties of Self-Compacting Concrete Filled Steel Tube Short Columns with Ground Desulfurization Slag. [PDF]
Liu L, Liu Y, Cheng Z, Cheng X, Zhang H.
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Bearing Strength of Concrete-Filled Steel Tube Reinforced with Internal Transverse Stiffened Bars under Axial Compression. [PDF]
Li N, Xi Y, Li H, Zhang G, Ren T, Mu X.
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Prediction of Bearing Capacity of the Square Concrete-Filled Steel Tube Columns: An Application of Metaheuristic-Based Neural Network Models. [PDF]
Sarir P +6 more
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A finite element model (FEM) was created with the aim of analyzing the behavior of steel fiber reinforced recycled concrete (SFRRC)-filled steel tube columns under combined cyclic loading and monotonic axial load.
Mohamed A. Sakr +3 more
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