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Cardiac mechanotransduction from development to disease. [PDF]
Kim NY +6 more
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Retinal arteriovenous crossings as spatiotemporal stress fields: a quantitative Doppler OCT flowmetry study. [PDF]
Akiba M +6 more
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Numerical investigation of ultrasound-induced acoustic streaming and shear stress for blood clot manipulation. [PDF]
Hisham A, Hassan MA, Wahba AA.
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COMPARATIVE ANALYSIS OF HIGH RISE STRUCTURE WITH SHEAR WALL AND COMPOSITE SHEAR WALL
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The stress distribution in a shear wall [PDF]
This 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.
Johnstone, P. G.
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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
openaire +1 more source
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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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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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 ...
openaire +2 more sources

