Results 251 to 260 of about 392,074 (303)
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Journal of Structural Engineering, 1995
A finite-element program, WALSEIZ, capable of performing nonlinear analysis of a timber shear wall subjected to monotonic or dynamic loads is presented. Each wall is composed of four elements: a beam element to model the framing, a plate element to model the sheathing, nonlinear springs to model the sheathing-to-framing connectors (the load ...
Maurice W. White, J. Daniel Dolan
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A finite-element program, WALSEIZ, capable of performing nonlinear analysis of a timber shear wall subjected to monotonic or dynamic loads is presented. Each wall is composed of four elements: a beam element to model the framing, a plate element to model the sheathing, nonlinear springs to model the sheathing-to-framing connectors (the load ...
Maurice W. White, J. Daniel Dolan
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2018
In this chapter, the concrete shear wall system and its effects on building systems is discussed. The first part presents the concept of shear walls and its characteristic. Approximate and virtual work are implemented to determine the displacement of concrete shear wall frame with considering the lateral stiffness of frame as well when subjected to a ...
Farzad Hejazi, Keyhan Karimzadeh
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In this chapter, the concrete shear wall system and its effects on building systems is discussed. The first part presents the concept of shear walls and its characteristic. Approximate and virtual work are implemented to determine the displacement of concrete shear wall frame with considering the lateral stiffness of frame as well when subjected to a ...
Farzad Hejazi, Keyhan Karimzadeh
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2022
This thesis was scanned from the print manuscript for digital preservation and is copyright the author. Researchers can access this thesis by asking their local university, institution or public library to make a request on their behalf. Monash staff and postgraduate students can use the link in the References field.
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This thesis was scanned from the print manuscript for digital preservation and is copyright the author. Researchers can access this thesis by asking their local university, institution or public library to make a request on their behalf. Monash staff and postgraduate students can use the link in the References field.
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Frequency Analysis of Thin-Walled Shear Walls
Journal of the Engineering Mechanics Division, 1971The coupled equations of motion for a thin-walled shear wall of monosymmetric cross section are presented based on thin-walled beam theory. An exact coupled solution is obtained by simultaneously solving a coupled polynomial and set of homogeneous linear algebraic equations, in order to obtain the natural frequencies and mode shapes.
Arthur C. Heidebrecht +1 more
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Estimation of Shear Strength of Structural Shear Walls
Journal of Structural Engineering, 2010An analysis method for predicting the shear strength and behavior of structural shear walls under both monotonic and cyclic loading is presented in this paper. The proposed analysis method is based on the softened truss model theory and utilizes a newly proposed cracking angle of the concrete strut.
Wael Kassem, Ahmed Elsheikh
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Shear-resistant behavior of light composite shear wall
Journal of Central South University, 2015Shear test results for a composite wall panel in a light composite structure system are compared with test results for shear walls in Japan. The analysis results show that this kind of composite wall panel works very well, and can be regarded as a solid panel.
Sheng-cai Li, Yu-li Dong
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Shear resistance of stiffened steel corrugated shear walls
Thin-Walled Structures, 2018Abstract In recent years, the steel corrugated shear walls (SCSWs) are widely used in building structures to serve as lateral force resistant members. For some practical engineering applications that the width of the infilled SCSWs in frame structure is much greater than its height, it is common to add vertical stiffening systems to the SCSWs, thus ...
Jing-Zhong Tong, Yan-Lin Guo
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The Bulletin of Mathematical Biophysics, 1972
This paper deals with a mathematical attempt to determine the wall shear during normal flow of blood in the ascending and the descending thoracic aorta. A simple model is used, but the results obtained are in agreement with published experimental results for the descending thoracic aorta.
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This paper deals with a mathematical attempt to determine the wall shear during normal flow of blood in the ascending and the descending thoracic aorta. A simple model is used, but the results obtained are in agreement with published experimental results for the descending thoracic aorta.
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Sliding Shear Resistance of Reinforced Masonry Shear Walls
The Masonry Society Journal, 2013For reinforced masonry shear walls, the general strength-design provisions of the 2011 MSJC Code addresses capacities as governed by flexure and shear only, and do not address sliding shear. This omission should be corrected, because sliding can govern the behavior of reinforced masonry shear walls.
Farhad Ahmadi +3 more
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Interface tilt walls, shear walls and cracks
Physica Scripta, 1992The problem of the tilt (and the shear) boundary near or at an interface separating two elastic half spaces of differing elastic constants is related to the problem of the mode I and the mode II interface crack. The existing solutions for crack problems are based on the solution of the stress-displacement field of a discrete edge dislocation near an ...
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