Results 271 to 280 of about 10,905 (308)

Steel Plate Shear Walls Are Not Plate Girders

Engineering Journal, 2004
Steel plate shear walls that are allowed to buckle in shear and form a diagonal tension field have been the subject of several experimental and analytical studies. In some of these studies, references are made to the physical and analytical similarities between steel plate shear walls and vertical cantilever plate girders.
Jeffrey W. Berman, Michel Bruneau
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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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Lateral stiffness of steel plate shear walls

Science China Technological Sciences, 2013
The steel plate shear wall system has been used in a number of buildings as an innovative lateral force resistant system. Openings often exist in the steel plate shear walls due to the various functional requirements of structures. These openings may negatively impact the lateral stiffness of steel plate shear walls. Therefore, an experimental research
JianGuo Nie, Li Zhu
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Experimental Study on Steel Shear Wall with Slits

Journal of Structural Engineering, 2003
A new type of earthquake-resisting element, consisting of a steel plate shear wall with vertical slits, is introduced. In this system, the steel plate segments between the slits behave as a series of flexural links, which provide a fairly ductile response without the need for heavy stiffening of the wall.
Toko Hitaka, Chiaki Matsui
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Steel panel shear wall – Analysis on the center core steel panel shear wall system

2021
M. Yamada, T. Yamakaji
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STEEL SHEAR WALLS, BEHAVIOR, MODELING AND DESIGN

AIP Conference Proceedings, 2008
In recent years steel shear walls have become one of the more efficient lateral load resisting systems in tall buildings. The basic steel shear wall system consists of a steel plate welded to boundary steel columns and boundary steel beams. In some cases the boundary columns have been concrete‐filled steel tubes.
Abolhassan Astaneh-Asl, Adolfo Santini, Nicola Moraci   +2 more
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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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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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Analysis of Steel Plate Shear Walls

Steel & Composite Structures, 2010
Razzazzadeh A., Mashiri F. R.
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Steel Plate Shear Wall Designs

Civil-Comp Proceedings, 2009
R.G. Troy, R.M. Richard
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