Results 261 to 270 of about 71,891 (310)
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Shear Strength of Composite Circular Reinforced Concrete–Filled Steel Tubes
Journal of Structural Engineering, 2020The shear strength of composite circular concrete-filled steel tube (CFST) and reinforced concrete–filled steel tube (RCFST) structural members was investigated using finite-element analysi...
Hadi Kenarangi, M. Bruneau
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Performance of L-shaped columns comprising concrete-filled steel tubes under axial compression
Journal of constructional steel research, 2018This study examines the performance of a new type of composite column: L-shaped columns comprising concrete-filled steel tubes connected by double-vertical steel plates (LCFST-D).
Zhang Wang, Zhihua Chen, Qingqing Xiong
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Experimental study and design of bond behavior in concrete-filled steel tubes (CFST)
Engineering structures, 2022Facheng Wang +3 more
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Experimental behaviour of concrete-filled steel tubes under cyclic axial compression
Advances in Structural Engineering, 2019This study experimentally investigated the behaviour of concrete-filled steel tubes under cyclic axial compression. A total of 42 concrete-filled steel tube specimens of two groups were tested to failure.
V. Cao, Q. Le, Phuoc T. Nguyen
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Flexural response of concrete-filled seamless steel tubes
Journal of Constructional Steel Research, 2018Abstract This paper aims to investigate the flexural behavior of concrete filled tubes (CFSTs) made of seamless steel which can handle more pressure than welded steel. Experimental, Theoretical and Finite Element Analyses are utilized for this purpose.
Farid H. Abed +2 more
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Soft computing-based estimation of ultimate axial load of rectangular concrete-filled steel tubes
, 2021P. Asteris +4 more
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Axial compressive behavior of steel-tube-confined concrete-filled-steel-tubes
Thin-Walled Structures, 2022Xiaozhong Li +3 more
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Behavior of Concrete-Filled Steel Tube Beam Columns
Journal of Structural Engineering, 2004The behavior of concrete-filled circular and square steel tubular (CFT) beam columns with a variety of material strengths was investigated experimentally. The main test parameters are steel strength (400, 590, and 780 MPa), diameter- (width-) to-thickness ratio of steel tube, and concrete strength (40 and 90 MPa).
Eiichi Inai +5 more
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Beam-column behavior of concrete filled steel tubes
Steel and Composite Structures, 2002In the present investigation the experimental and theoretical flexural and compressive behavior of short tubular steel columns filled with plain concrete and fiber-reinforced concrete (FRC) was examined. For a given length of the members, the effects of different geometry and dimensions of the transverse crosssectionrn(square and circular) were ...
G. Campione, N. Scibilia
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