Results 321 to 330 of about 2,831,439 (376)
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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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Frame - Shear Design of Shear Wall Structure
Applied Mechanics and Materials, 2014Articles with engineering examples discussed in the frame - shear wall structure of how to lay out the structure can effectively enhance the seismic performance of validated reasonable set of structural shear wall seismic played a key role, and for the frame - shear wall structure summed up the points to improve the seismic performance measures and ...
Hong Xia Li, Yong Wei Wang, Yang Cheng
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Research on the response of concrete cavity shear wall under lateral load
The Structural design of tall and special buildings, 2018The experimental tests were conducted on the common concrete shear wall and the concrete cavity shear walls. Results indicate that the stiffness and ultimate capacity of the cavity shear walls are reduced and the ductility is improved; reasonable ...
Gang Xu, Ai-qun Li
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Effect of axial compression ratio on concrete-filled steel tube composite shear wall
Advances in Structural Engineering, 2018This study proposes a new type of shear wall, namely, the concrete-filled steel tube composite shear wall, for high performance seismic force resisting structures. In order to study the seismic behavior of concrete-filled steel tube composite shear wall,
H. Hou +6 more
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Shear Walls Coupled by Cross Wall
Journal of Structural Engineering, 1983An analysis is performed to study the behavior of two parallel but not colinear shear walls coupled by a cross wall subjected to lateral loading. It is shown that the cross wall essentially acts as a shear transfer medium. The effectiveness of coupling the two parallel walls depends on the height-to-width ratio of the cross wall and criteria for full ...
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On the Modeling of Nonplanar Shear Walls in Shear Wall - Frame Building Structures
2008The objective of this study is to model the non-planar shear walls of asymmetric shear wall-frame building structures in elastic range. The modeling work is based on open and closed sections shear wall assemblies for which two different three-dimensional models are developed and verified in comparison to common shear wall modeling techniques.
Cetin Yilmaz +2 more
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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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Journal of Engineering Mechanics, 1989
A method of analysis (based on the continuum approach) is derived for investigating the beneficial effect of a stiffening beam, which may be positioned somewhere along the structural height, on laterally loaded coupled shear walls. It is shown that the incorporation of a stiffening beam into coupled shear walls will reduce considerably the maximum ...
H.C. Chan, Jun Shang Kuang
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A method of analysis (based on the continuum approach) is derived for investigating the beneficial effect of a stiffening beam, which may be positioned somewhere along the structural height, on laterally loaded coupled shear walls. It is shown that the incorporation of a stiffening beam into coupled shear walls will reduce considerably the maximum ...
H.C. Chan, Jun Shang Kuang
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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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Stiffened, Coupled Shear Walls
Journal of Structural Engineering, 1991The paper presents a general continuum analysis of a pair of laterally loaded, coupled shear walls, supported either on rigid or elastic foundations, with either one or two stiffening beams at arbitrary positions on the height. Numerical studies are used to investigate the influence of the rigidities and locations of the stiffening beams on the lateral
Lamri Bensmail, Alexander Coull
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