Results 21 to 30 of about 75,603 (210)

Behaviour of plate anchorage in plate-reinforced composite coupling beams [PDF]

open access: yes, 2013
As a new alternative design, plate-reinforced composite (PRC) coupling beam achieves enhanced strength and ductility by embedding a vertical steel plate into a conventionally reinforced concrete (RC) coupling beam.
Lam, WY, Li, L, Pam, HJ, Su, RKL
core   +3 more sources

Numerical Analysis of Infill Plate Performance on Steel Plate Shear Wall (SPSW) [PDF]

open access: yes, 2023
Steel Plate Shear Wall (SPSW) is one of the systems that can be used to minimize the effect of earthquakes on buildings. The main energy-absorbing element of the steel plate shear wall system is on the thin steel plate that are located on the center of ...
Muslikh, Muslikh   +3 more
core   +2 more sources

Study on axial compressive bearing capacity of composite shear wall with double-skin steel plate

open access: yes工程科学学报, 2017
This study conducted a steel-plate buckling analysis and a stress analysis of confined core concrete in a composite shear wall with a double-skin steel plate.
HAO Ting-yue, CAO Wan-lin
doaj   +1 more source

Effects of shear connectors on plate-reinforced composite coupling beams of short and medium-length spans [PDF]

open access: yes, 2006
Experimental studies on the newly proposed design of plate-reinforced composite (PRC) coupling beams have been carried out. Previous results have demonstrated the useful application of this design in coupling beams of medium span-to-depth ratios (l/h ...
Lam, WY, Pam, HJ, Su, RKL
core   +1 more source

Test on Shear Behavior of Double-Sided Thin Steel Plate Shear Wall Filled with Rigid Polyurethane Foam

open access: yesBuildings, 2023
A double-sided thin steel plate shear wall filled with rigid polyurethane foam (SWR) is proposed. A quasi-static monotonic loading test and quasi-static cycling loading test on shear behavior and the energy dissipation capacity of the SWR were carried ...
Renjie Liu   +4 more
doaj   +1 more source

The Effect of Infill Steel Plate Thickness on the Cycle Behavior of Steel Plate Shear Walls

open access: yesDiyala Journal of Engineering Sciences, 2018
Steel plate shear wall (SPSW) is commonly used in civil schemes because of its good deformability and stiffness. In this research, the numerical analysis of steel plate shear wall (SPSW) with unstiffened infill steel plate is conducted.
Huda M. Najem, Amer M. Ibrahim
doaj   +1 more source

Investigation of Subpanel Size Effect on Behavior Factor of Stiffened Steel Plate Shear Wall [PDF]

open access: yesJournal of Structural and Construction Engineering, 2019
Steel plate shear wall (SPSW) systems have been used in recent years in highly seismic areas to resist lateral loads. In general, a steel plate shear wall system consists of a steel plate wall, boundary columns, horizental floor beams and optional ...
Madjid Gholhaki   +2 more
doaj   +1 more source

Experimental Investigation and Numerical Simulation of Corrugated Steel Plate Shear Wall Considering the Gravity Load

open access: yesBuildings, 2023
The corrugated steel plate shear wall (CSPSW) has high strength, ductility, and energy dissipation capacity and can be used as the lateral force-resisting system of multi-story and high-rise buildings. The vertical load transmitted by the upper floor and
Fangfang Li   +4 more
doaj   +1 more source

Structural performance of steel-concrete sandwich beams with carbon nanofiber reinforcement [PDF]

open access: yes, 2019
Cementitious materials such as concrete are typically characterised as quasi-brittle with low tensile strength and low strain capacity, which hence affect the long-term durability of the structure.
Ashraf S. Ayoub   +19 more
core   +1 more source

The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems [PDF]

open access: yesJournal of Structural and Construction Engineering, 2021
Steel shear wall with corrugated plate is a lateral load resistant system. In recent years, researchers have made investigations in this Field. In this study, the behavior of this system under pushover loading has been evaluated.
Ehsan Vaziri, Mohammad Gholami
doaj   +1 more source

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