Results 171 to 180 of about 76,194 (209)

Shear resistance of buckling-restrained steel plate shear walls

International Journal of Steel Structures, 2017
The buckling-restrained steel plate shear walls (SPSWs), which consist of a steel plate sandwiched in between by two reinforced concrete (RC) cover plates, are known to be a robust and efficient lateral load-resisting system. Since the initial imperfection between the RC plates and the inner plate which is mainly caused by the fabrication and ...
Mu-Wang Wei, J. Y. Richard Liew, Xue-Yi Fu   +2 more
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Characteristics of the wall–frame interaction in steel plate shear walls

Journal of Constructional Steel Research, 2010
Abstract The nonlinear response of steel plate shear wall (SPSW) dual systems under lateral loading with regard to the interaction between the infill plates and frame members is studied. A number of SPSWs are numerically analyzed and the results are utilized to discuss (a) the influence of infill plates on the behavior of frames and (b) to evaluate ...
H.R. Habashi, M.M. Alinia
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Steel Plate Shear Walls with Various Infill Plate Designs

Journal of Structural Engineering, 2009
An experimental study was performed to investigate the structural capacity of steel plate walls with various infill plate designs. Five three-story steel plate shear walls with thin infill plates were tested. The parameters for this test were the connection method between the boundary frame and the infill plate (welded connection versus bolted ...
In-Rak Choi, Hong-Gun Park
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Beam‐attached steel plate shear walls

The Structural Design of Tall and Special Buildings, 2010
SUMMARYConnecting to their surrounding beams and columns, unstiffened steel plate shear walls (SPSWs) are widely used as an appropriate lateral resisting system for designing and retrofitting of structures against lateral loads. The base philosophy for the performance of such systems, post‐buckling tension field formation, needs strong enough boundary ...
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Seismic Behavior of Steel Plate Shear Walls-Steel Frame

Advanced Materials Research, 2015
A 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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Experimental study of the hysteretic behaviour of corrugated steel plate shear walls and steel plate reinforced concrete composite shear walls

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, Yingzi Ren, Zheng Lu, Jiangliang Song, Bin Han, Ying Zhou   +5 more
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Seismic resistance of steel plate shear walls

Engineering Structures, 1995
In 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, 2014
Abstract 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, Sherif S. Safar, Mostafa A. Amer   +2 more
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Flexural behavior of beams in steel plate shear walls

Steel and Composite Structures, 2017
Steel 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, Jin-Yu Lu, Li-Cheng-Xi Huang, Shi Cao   +3 more
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Shear Analysis and Design of Ductile Steel Plate Walls

Journal of Structural Engineering, 2005
During 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, Carlos E. Ventura, Mehdi H. Kharrazi   +2 more
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