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FINITE ELEMENT ANALYSIS OF HYBRID COLD-FORMED STEEL SHEAR WALL PANELS
Proceedings of International Structural Engineering and Construction, 2018Improving the lateral performance of cold formed steel systems by employing different sheathing materials and bracing systems has been of particular interest to researchers in these days.
N. Usefi, H. Ronagh, M. Mohammadi
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Cold-Formed Steel Shear Wall Using Corrugated Steel Sheathing with Slits
Journal of Structural Engineering, 2018Recent research shows that shear walls with corrugated steel sheathing demonstrate high strength and high initial stiffness but low ductility.
Cheng Yu +3 more
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Adiabatic shear banding in a thick-walled steel tube
Computational Mechanics, 1997zbMATH Open Web Interface contents unavailable due to conflicting licenses.
D. Rattazzi, Romesh C. Batra
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Experimental Study on Steel Shear Wall with Slits
Journal of Structural Engineering, 2003A 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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Lateral stiffness of steel plate shear walls
Science China Technological Sciences, 2013The 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
Li Zhu, Jianguo Nie
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STEEL SHEAR WALLS, BEHAVIOR, MODELING AND DESIGN
AIP Conference Proceedings, 2008In 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 +2 more
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The wall–frame and the steel–concrete interactions in composite shear walls
The Structural Design of Tall and Special Buildings, 2018SummaryThe nonlinear pushover analyses of 24 composite steel plate shear walls (CSPSWs), 24 corresponding steel plate shear walls (SPSWs), and 24 corresponding frames are conducted. CSPSWs have different aspect ratios and infill steel plate thicknesses. The study aims to understand the wall–frame and steel–concrete interactions.
Soheil Shafaei +2 more
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The Structural design of tall and special buildings, 2020
An innovative self‐centering steel–timber hybrid shear wall (SC‐STHSW) system is proposed as a promising structural solution for earthquake‐resilient buildings.
Ye Cui +5 more
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An innovative self‐centering steel–timber hybrid shear wall (SC‐STHSW) system is proposed as a promising structural solution for earthquake‐resilient buildings.
Ye Cui +5 more
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Shear Wall Resistance of Lightgage Steel Stud Wall Systems
Earthquake Spectra, 1990Experimental investigations were conducted to evaluate the lateral load-deflection characteristics of lightgage steel stud/gypsum wallboard panel combinations subjected to lateral cyclic loads. In all, six 8′ × 8′ specimens were tested. A reasonable one-to-one correspondence between the strap area increase and the increase in the contribution from the
J. Gregory +5 more
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Characteristics of the wall–frame interaction in steel plate shear walls
Journal of Constructional Steel Research, 2010Abstract 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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