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The Morison equation vs. diffraction analysis in determining wave force on piles
The choice between Morison's equation and diffraction analysis in determining the wave forces on piles depends on the ratio between the diameters of piles to wavelength. If the ratio between diameters of piles to wavelength is less than 0.2, Morison equation is typically recommended. Reason behind this is that effect of viscosity and separation is significant below this ratio. Quite the reverse, if the ratio between diameters of piles to wavelength exceeds 0.2, waves are scattered with negligible occurrence of separation. Diffraction analysis is adopted to calculate the wave forces on piles.
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in compression member [strut] why no deduction of area of rivet hole?
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Shrinkage of concrete in prestressed members The shrinkage of concrete in prestressed members results in a shortening of ensioned wires and hence contributes to the loss of st
• The previous load analysis represents a first and necessary step in the analysis of the given structure but it does not tell us whether the given load can be safely supported (i.
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hot driven field rivets
I need to find support reactions at O for the beam with a distributed load, a 6 kN moment couple at A and a 3 kN axial load as shown in picture.
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