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Seismic Behavior of Steel Plate Shear Walls-Steel Frame
Advanced Materials Research, 2015A model with the ratio of 1:4 of a six layers’ semi-rigid steel frame-steel plate shear wallssystem has been tested on the shaking table.The strain variation of the steel plate shear wallsand the system’s seismic behaviors to different kinds of seismic waves from four different siteclassification and with different peakaccelerationwere analyzed to ...
Feng Ru Shao, Yong Song Shao
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Journal of Constructional Steel Research, 2019
Abstract To examine the seismic performance of steel plate shear walls (SPSWs) and the corresponding steel plate reinforced concrete composite shear walls (SPCSWs), six 1:2 scale shear wall specimens (flat, vertical and horizontal corrugated SPSWs and the corresponding SPCSWs) are tested.
Wei Wang +5 more
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Abstract To examine the seismic performance of steel plate shear walls (SPSWs) and the corresponding steel plate reinforced concrete composite shear walls (SPCSWs), six 1:2 scale shear wall specimens (flat, vertical and horizontal corrugated SPSWs and the corresponding SPCSWs) are tested.
Wei Wang +5 more
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Seismic resistance of steel plate shear walls
Engineering Structures, 1995In recent years, steel plate shear walls have been used in a number of tall buildings, mainly in Japan and North America, to resist lateral forces induced by wind and earthquakes. The perceived advantages of such shear walls, in seismic resistant structures, are enhanced stiffness, strength and ductility, stable hysteretic characteristics and a large ...
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Numerical investigation on ultimate shear strength of steel plate shear walls
Thin-Walled Structures, 2014Abstract Ultimate shear strength of steel plate shear walls, SPSW, was conventionally computed as the sum of base shear supported by in-fill plate and boundary frame elements. The base shear supported by the in-fill plate was computed assuming that it was fully yielded after buckling whereas the base shear supported by the boundary frame elements was
Elsayed B. Machaly +2 more
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Flexural behavior of beams in steel plate shear walls
Steel and Composite Structures, 2017Steel plate shear wall (SPSW) system has been increasingly used for lateral loads resisting system since 1980s when the utilization of post-buckling strength of SPSW was realized. The structural response of SPSWs largely depends on the behavior of the surrounded beams.
Ying Qin +3 more
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Shear Analysis and Design of Ductile Steel Plate Walls
Journal of Structural Engineering, 2005During the last 3 decades interest has grown globally in the application of ductile steel plate walls (DSPWs) (or steel plate shear walls) for building lateral load resistance. The supporting theory has evolved from both analytical and experimental research conducted in several countries around the world.
Saeid Sabouri-Ghomi +2 more
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Seismic performance of steel plate shear walls structures
Pollack Periodica, 2011The steel plate shear wall systems have some advantages in resisting seismic forces. Among the most important are the good dissipation capacity and initial stiffness. Unfortunately, there are no significant applications of this new structural system in Europe, partly due to the lack of design provisions in the seismic code EN1998-1. The paper addresses
Neagu, Calin, Dinu, Florea, Dubina, Dan
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Effect of stiffeners on steel plate shear wall systems
Steel and Composite Structures, 2016Stiffeners have widely been used in lateral load resisting systems to improve the buckling stability of shear panels in steel frames. However, due to major differences between plate girders and steel plate shear walls (SPSWs), use of plate girder equations often leads to uneconomical and, in some cases, incorrect design of stiffeners. Hence, this paper
Ahmad Rahmzadeh +3 more
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Analysis of Steel Plate Shear Walls
Steel & Composite Structures, 2010Razzazzadeh A., Mashiri F. R.
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Experimental study of steel plate composite shear wall units under cyclic load
International Journal of Steel Structures, 2015Zhen Guo, Yingshu Yuan
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