Results 11 to 20 of about 2,758,753 (228)
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 +2 more sources
Punching shear strength of steel fibre reinforced lightweight concrete slabs. [PDF]
One of the problems in slab-column connections is the punching shear failure at over loads. Such failures are sudden and catastrophic, and are undesirable since they do not allow an overall yield mechanism to ...
Theodorakopoulos, Dimitrios D.
core +6 more sources
Experimental study on steel plate shear wall with composite frame
In order to improve the space utilization rate and seismic performance of high-rise buildings, a new seismic structural system, a buckling-restrained steel plate shear wall (SPSW) with concrete-filled L-shaped built-up section tube composite frame is ...
Wang, Yu-Hang +5 more
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Steel Plate Shear Wall with Different Infill Steel Plates [PDF]
The steel plate shear wall (SPSW) system is one of the most common and acceptable lateral-resisting structural systems for steel structures. Although the advantages of SPSW over the other structural systems are somehow well-known, the wall-farm ...
Mohammad Hossein Kashefizadeh +3 more
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Study Effect of Ni-Ti Shape Memory Alloy on Ductility of Steel Plate Shear Walls [PDF]
Five specimens one third scale three-story single bay steel plate shear wall with variant percentage of Ni-Ti shape memory alloys(SMAs) under cycling loading were analyzed by Opensees software.
Madjid Gholhaki +2 more
doaj +1 more source
Probabilistic Seismic Assessment of CoSPSW Structures Using Fragility Functions
The corrugated steel plate shear wall (CoSPSW) is a new type of steel plate shear wall, in which corrugated wall plates instead of flat wall plates are adopted.
Zhilun Tan +3 more
doaj +1 more source
Finite element modelling of shear connection for steel-concrete composite girders [PDF]
The main objective of this thesis is to develop effective 3-dimensional finite element models to trace the behaviour of headed stud shear connectors in composite girders with solid slabs and precast hollow core slabs.
El-lobody, Ehab Abd El-fattah Mohamed
core +7 more sources
Out-of-Plane Bending and Shear Behaviors of Steel Plate-Concrete Walls for Nuclear Power Plants
The steel plate-concrete structure, with its advantages of modular construction, good seismic capacity, and strong impact resistance, has been gradually replacing the reinforced concrete structure in the containment vessel and internal workshop structure
Zhihua Chen +3 more
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A steel plate shear wall often uses partially encased composite (PEC) columns instead of edge frame columns. Such a steel plate shear wall not only bears the gravity load of the structure and resists the bending moment caused by lateral force by taking ...
Zhanzhong Yin, Hui Zhang, Wenwei Yang
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Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model. [PDF]
Nowadays, Steel plate shear walls have been considered as the lateral load resisting system in buildings in increasing the strength and stiffness of structures in two sections of seismic reconstruction and improvement.
Madjid Gholhaki +2 more
doaj +1 more source

