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2009 International Conference on Information Management, Innovation Management and Industrial Engineering, 2009
According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame- shear wall structure.
Li Qin, Ang Xu, Qi-shou Du
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According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame- shear wall structure.
Li Qin, Ang Xu, Qi-shou Du
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Canadian Journal of Civil Engineering, 1974
In interacting shear wall and flat slab-column construction it is desirable to be able to evaluate the contribution of the columns to the stiffness of the lateral load resisting system. This paper presents a relatively simple method whereby this contribution can be determined, both in terms of the reduction in lateral displacement and the reduction in
Paul C. K. Chan, Arthur C. Heidebrecht
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In interacting shear wall and flat slab-column construction it is desirable to be able to evaluate the contribution of the columns to the stiffness of the lateral load resisting system. This paper presents a relatively simple method whereby this contribution can be determined, both in terms of the reduction in lateral displacement and the reduction in
Paul C. K. Chan, Arthur C. Heidebrecht
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Seismic shear demand on wall segments of ductile coupled shear walls
Canadian Journal of Civil Engineering, 2000This paper presents the results of nonlinear dynamic analyses carried out on ductile coupled shear walls (CSWs) to investigate the seismic shear demand on wall segments. The objectives of the present study were to evaluate the dynamic amplification and establish a code-format force reduction factor for shear, applicable in Canada. The study considered
O Chaallal, D Gauthier
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Journal of Structural Engineering, 1996
Shear lag occurs not only in bridge decks and framed tubes, but also in shear/core walls. However, there have been relatively few studies on shear lag in wall structures. Moreover, most existing theories neglect shear lag in the webs and, although they are acceptable for bridge decks that normally have flanges wider than webs, they may not be ...
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Shear lag occurs not only in bridge decks and framed tubes, but also in shear/core walls. However, there have been relatively few studies on shear lag in wall structures. Moreover, most existing theories neglect shear lag in the webs and, although they are acceptable for bridge decks that normally have flanges wider than webs, they may not be ...
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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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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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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.
Tolga Akis +2 more
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The stress distribution in a shear wall
1970This thesis deals mainly with a prototype test performed on an eight storey shear wall. The dynamic stress distribution, obtained from the prototype wall as the building was being shaken, is compared with results obtained both from a finite element analysis and from a photoelastic model study of the shear wall.
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