Results 51 to 60 of about 75,603 (210)
Design of plate-reinforced composite coupling beams for tall buildings [PDF]
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
core
Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls
Steel plate reinforced concrete (SPRC) shear wall consists of steel plate encased in the concrete, in which the material advantages of both concrete and steel are utilized.
Zhi Zhou, Jiang Qian, Wei Huang
doaj +1 more source
Seismic behaviour of steel plate shear walls
Structural engineering report SER 215 | SER-ID ...
openaire +4 more sources
Structural Performance of Composite Shear Walls under Compression
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
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
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Due 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
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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
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Seismic performance between unrepaired and repaired of tunnel form building under lateral cyclic loading / Shamilah Anudai@Anuar [PDF]
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
core
Towards the “ultimate earthquake-proof” building: Development of an integrated low-damage system [PDF]
The 2010–2011 Canterbury earthquake sequence has highlighted the severe mismatch between societal expectations over the reality of seismic performance of modern buildings.
A Baird +34 more
core +1 more source
Steel frame infilled with composite plate shear wall (SF-CPSW) is an efficient lateral load resisting structure with significant ductility and energy dissipation capacity.
Jiexin Lei, Yi Qi, Qiang Gu
doaj +1 more source

