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The non-Newtonian VES solutions thus give different shear distributions in capillaries of different dimensions which result in different apparent viscosities.
The shear distributions are automatically derived to attain structural equilibrium with the imposed storey drifts, rather than being a result of the loads directly applied to the structure.
We find that the pressure and shear distributions are very sensitive to the compressibility of the elastomer as well as the aspect ratio of the cylinder.
Storey forces or shears are no longer applied directly to the structure but rather come as a result of structural equilibrium to the applied displacement pattern, thus allowing for the reproduction of reversal of storey shear distributions.
Such permanent deposits in pipe inverts will change the nature of the velocity and boundary shear distributions, which affects the sediment carrying capacity and hydraulic resistance of sewers.
The pipe channel can be represented by a trapezoidal section, especially at low depths; at high depths, the cross-section is influenced by the 'crowing' effect of the pipe, through the changes in velocity and shear distributions due to changes in cross-sectional shapes [1].
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The shear distribution of columns was affected by slabs.
This means that the linear shear distribution assumed in ECP-201 is not adequately accurate and depends on the building rigidity and the linear shear distribution is inconvenient.
Open image in new window Fig. 19 Base shear distribution with different strain rates included.
Equation 5 gives linear shear distribution depending on the story height.
Equation 4 gives a linear shear distribution depending only on the height of the story.
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