Results 161 to 170 of about 76,194 (209)
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The Gusset Plate Effect in Steel Plate Shear Wall Systems
Mechanics of Advanced Materials and Structures, 2012A steel plate shear wall dual system consists of a moment resisting frame plus thin infill shear panels. In the literature, it is stated that the ultimate lateral load bearing capacity of such a dual system can be evaluated by a simple addition of the discrete frame, brought about by the formation of plastic hinges and that of detached infill panel ...
M. M. Alinia +2 more
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Elastic shear buckling of sinusoidally corrugated steel plate shear wall
Engineering Structures, 2016Abstract 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 ...
Zi-Qin Jiang +2 more
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Steel Plate Shear Walls Are Not Plate Girders
Engineering Journal, 2004Steel 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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Steel Plate Shear Walls—An Overview
Engineering Journal, 2001Steel plate shear walls are an innovative lateral loadresisting system capable of effectively bracing a building against both wind and earthquake forces. The system consists of vertical steel infill plates one story high and one bay wide connected to the surrounding beams and columns.
Goeffrey L. Kulak +3 more
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Shear strength of steel plate reinforced concrete shear wall
Advances in Structural Engineering, 2020This article investigates the shear strength of steel plate reinforced concrete shear wall under cyclic loads. A nonlinear three-dimensional finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to evaluate the effects of the parameters on the lateral capacity of ...
Zhi Zhou, Jiang Qian, Wei Huang
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On the design of stiffeners in steel plate shear walls
Journal of Constructional Steel Research, 2009Abstract This paper describes a numerical investigation to provide a practical design method for stiffening thin steel plate shear walls. The procedure considers one-sided transverse and longitudinal flat stiffeners located in various arrangements on shear plates which effectively divides the plate into subpanels and expands tension fields across the
M.M. Alinia, R. Sarraf Shirazi
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Errata: Steel Plate Shear Walls Are Not Plate Girders
Engineering Journal, 2005Errata
Jeffrey W. Berman, Michel Bruneau
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Analysis of Thin-Steel-Plate Shear Walls
Journal of Structural Engineering, 1997This plate panels in steel-plate shear walls buckle at very small load and the strength of the wall is based on the postbuckling strength of its plate panels. The plate panels can be modeled using equivalent truss elements in the diagonal tension direction.
Mohamed Elgaaly, Yinbo Liu
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Fragility Functions for Steel Plate Shear Walls
Earthquake Spectra, 2012Fragility functions are developed to predict the method of repair required for steel plate shear walls damaged due to earthquake loading. The results of previous experimental studies are used to develop empirical relationships between damage states and story drift.
Nicole M. Baldvins +4 more
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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
JianGuo Nie, Li Zhu
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