Results 271 to 280 of about 119,541 (309)

Elastic shear buckling of sinusoidally corrugated steel plate shear wall

Engineering Structures, 2016
Abstract This paper deals with elastic shear buckling behavior of infill panels in sinusoidally corrugated steel plate shear walls, and fitting equations predicting the shear buckling loads are presented. Firstly by using finite element analyses (FEA), the previous formulae for bending rigidities of sinusoidally corrugated plates are revised, then ...
Chao Dou, Zi-Qin Jiang, Yong-Lin Pi, Yan-Lin Guo   +3 more
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Testing of steel sheathed cold-formed steel trussed shear walls

Thin-Walled Structures, 2015
Abstract This research is focused on the behavior of a novel cold-formed steel (CFS) shear wall system- steel sheathed cold-formed steel trussed shear wall (SSCFSTSW), which is different in skeleton configuration compared to conventional steel sheathed CFS framed shear wall. A test program was conducted on shear walls of various configurations.
Hui-Wen Tian, Yuan-Qi Li, Cheng Yu
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Experimental study on shear performance of composite cold-formed ultra-thin-walled steel shear wall

Journal of Constructional Steel Research, 2020
Abstract Cold-formed ultra-thin-walled steel shear wall shows excellent performance. The house constructed using the cold-formed ultra-steel shear wall is composed of continuous single-layer walls, including the floor joints between wall segments. The wall is coordinated to deform through floor joints and the weak part is located at the floor joints.
Yunpeng Chu, Hongjie Hou, Yong Yao
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Steel Structures Research Update: Resilient Steel Plate Shear Walls

Engineering Journal, 2015
Steel Structures Research ...
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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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Inelastic Shear Buckling Strength of Low-Yield-Point Steel Shear Wall

Applied Mechanics and Materials, 2014
The mechanical properties of low-yield-point (LYP) steel and its advantages as seismic steel are introduced in this paper. The theoretical equations of inelastic shear buckling stress at the pure shear action for the LYP steel are derived from unified theory of plastic buckling.
Jian Hua Shao, Wen He
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Experimental Study on Shear Behavior of Meshwork Cold-Formed Thin-Wall Steel RC Shear Wall

Advanced Materials Research, 2011
CTSRC(cold-formed thin-walled steel reinforced concrete) structure system is one new type of industrial structure system，which uses the cold-formed thin-walled steel to replace the vertical steel bars in common reinforced concrete shear walls. This paper conducts some study on the shear behavior of walls of high rise civil building. Experiment study on
Zhong Fan Chen, Wei Gao
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Seismic behavior of semi-supported steel shear walls

Journal of Constructional Steel Research, 2012
Abstract During the recent past decade semi-supported steel shear walls (SSSW) have been introduced as an alternative to the traditional type of steel plate shear walls. In this system the shear wall does not connect directly to the main columns of the building frame; instead it is connected to a pair of secondary columns that do not carry vertical ...
A. Jahanpour, J. Jönsson, H. Moharrami
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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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