Results 51 to 60 of about 76,194 (209)
Design of plate-reinforced composite coupling beams for tall buildings [PDF]
, 2010 Plate-reinforced composite (PRC) coupling beams are fabricated by embedding a vertical steel plate into conventional reinforced concrete coupling beams to enhance their strength and deformability.
Su, RKL
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Wall slip and flow of concentrated hard-sphere colloidal suspensions
, 2012 We present a comprehensive study of the slip and flow of concentrated colloidal suspensions using cone-plate rheometry and simultaneous confocal imaging.
Barrett K. E. J. +8 more
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Structural Performance of Composite Shear Walls under Compression
Applied Sciences, 2017 In order to research the effect of different layout forms of steel plate on the axial compression behavior of a steel plate-concrete composite shear wall, this paper presents the experimental results and analysis of the axial compression behavior of a ...
Tingyue Hao +4 more
doaj +1 more source
Seismic performance between unrepaired and repaired of tunnel form building under lateral cyclic loading / Shamilah Anudai@Anuar [PDF]
, 2017 A total numbers three units of one-third scale 3-storey tunnel form building (TFB) were designed using BS8110, constructed, tested under in-plane and out-of-plane lateral cyclic loading in the heavy structural laboratory.
Anudai@Anuar, Shamilah
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BuildingsDue to its high axial bearing capacity and good ductility, the embedded steel plate composite shear wall structure has become one of the most widely used lateral force-resisting structural members in building construction.
Junlong Li, Guoqiang He, Jianbo Tian
doaj +1 more source
Advances in Civil Engineering, 2018 Four test pieces with different steel plate center-to-center distances and reinforcement ratios are subjected to low-cycle repeat quasistatic loading to optimize properties as failure mode, hysteretic curve, skeleton curve, energy dissipation parameters,
Min Gan, Yu Yu, Liren Li, Xisheng Lu
doaj +1 more source
Advances in Materials Science and Engineering, 2022 The traditional research on steel plate shear wall structure mainly focuses on the overall performance of the wall, and the mechanical properties of the connection between plates and plates and between plates and frames are not clear.
Jun Cong +4 more
doaj +1 more source
Scientia Iranica, 2021 The non-linear response of steel plate shear walls (SPSWs) with perforated infill plates are studied by considering the interaction effect between the frame and the infill plate. A number of single and 14-stories SPSWs with solid and perforated infill panels with different perforation ratios are studied numerically. The results are utilized to discuss (
H. Darvishi, M. Mofid
openaire +1 more source
Seismic Performance of Steel Pipe Pile to Cap Beam Moment Resisting Connections [PDF]
, 2013 INE/AUTC 13 ...
Fulmer, Steven J. +2 more
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Performance of bolted steel-beam to CFST-column joints using stiffened angles in column-removal scenario [PDF]
, 2019 This paper presents three experimental investigations on the performance of steel-beam to CFST-column joints using stiffened angle, long bolts and fin plate under a middle column removal scenario. Three specimens were designed and tested.
Fu, F., Gao, S., Guo, L., Xu, M.
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