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Seismic behavior of circular tubed steel-reinforced concrete column to steel beam connections
Thin-walled structures, 2019The tubed steel-reinforced concrete (TSRC) column is a special type of SRC columns where the longitudinal reinforcement and reinforcement cage in the SRC column are replaced by a thin-walled steel tube.
Cheng Guozhong +3 more
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Seismic performance of steel beam-to-column moment connections with different structural forms
Journal of constructional steel research, 2019A novel scheme of steel moment connections shared by flange cover-plate strengthening and web opening weakening is proposed in this study. Four steel beam-to-column moment connections with different structural forms (standard connection, cover-plate ...
Xiaohui Zhang, S. Zheng, Xuran Zhao
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Evaluation of the Rotation Capacity of Steel Beams and Beam-Columns
19921st State of the Art Workshop COST C1, Strasbourg, October ...
MAZZOLANI, FEDERICO MASSIMO, PILUSO V.
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Seismic response investigation on CFDST column to steel beam blind-bolted connections
Journal of constructional steel research, 2019The blind bolting technique, recognized as a novel solution to connect a beam to a closed section column for unavailable installation from one side, has been gradually employed in concrete filled steel tube (CFST) column to steel beam connections ...
Jingfeng Wang +3 more
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Comparative Studies on Electron Beam and Laser Beam Welding of QT-Steel and Structural Steel
HTM Journal of Heat Treatment and Materials, 2019Abstract Beam welding processes such as electron beam or laser beam welding are used for a range of applications where precise and localised heat input is required. In this contribution, two industrial beam-welding facilities were used to produce joints with a maximum depth of 25 mm.
P. Hollmann +4 more
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Prefabricated connection for steel beam and concrete-filled steel tube column
Journal of constructional steel research, 2019A new type of connection system with steel beam and concrete-filled steel tube (CFST) column is proposed in this paper. This type of connection system uses internal stiffeners and high-strength threaded steel rods to connect the steel beams in two ...
Chenting Ding +3 more
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Experimental seismic performance of CFDST- steel beam frames with different construction details
Journal of constructional steel research, 2019This paper proposes a novel splicing-type column-to-column connection and a novel block-strengthened beam-to-column connection to realize fully-prefabricated construction of concrete-filled double-skin steel tube (CFDST)- steel beam frames.
Yi-Fei Hu +3 more
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Engineering Journal, 1989
Natural mill camber is the out-of-straightness remaining after the initial rolling, cooling, and straightening of the member at the mill. Tolerances for natural mill camber are listed in the AISC Manual of Steel Construction. Induced camber is that which is applied subsequent to the initial rolling and straightening process.
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Natural mill camber is the out-of-straightness remaining after the initial rolling, cooling, and straightening of the member at the mill. Tolerances for natural mill camber are listed in the AISC Manual of Steel Construction. Induced camber is that which is applied subsequent to the initial rolling and straightening process.
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Resistance factors for laterally unsupported steel beams and biaxially loaded steel beam columns
Canadian Journal of Civil Engineering, 1984Data from 30 tests conducted on laterally unsupported steel beams, and 148 tests on biaxially loaded steel beam columns conducted by others are statistically analyzed to determine resistance factors appropriate for use with the design equations given in CSA Standard CAN3-S16.1-M84 (Steel structures for buildings—limit states design). The general value
Karen A. Baker, D. J. Laurie Kennedy
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Numerical investigation on cyclic behavior of Q690 high strength steel beam-columns
Journal of constructional steel research, 2019It has been well-recognized that high strength steels possess worse ductility and deformability compared to normal strength steels, leading to greater risk of low-cycle failure.
Letian Hai +4 more
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