Results 1-3 of 54
The results are presented for the no - slip , shear - free , and various surfactant
cases . The contour plots are shown for A ' = -5.4 ergs / ug , while the line plots
are shown for four values of A ' : -1.8 , -5.4 , -18 , -54 ergs / ug . Contour Plots of
The values of dynamic shear modulus at the site were determined by conducting
block vibration , wave propagation and standard penetration tests . The data of
these tests was interpreted following the approach suggested by Prakash and ...
Fall -log ( 1 - Folq ) ) Y = 0,3 Traditional extreme value 4000 8000 6000 2000
4000 8000 10000 6000 Shear Force ( KN ) Shear Force ( KN ) Fig . 1. Probability
of exceedence of large shear force values . Fig . 2. Shear force distribution for ...
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Simulation of Hurricane Seas in a Multidirectional Wave Basin
The Force Coefficients on Inclined Cylinder in Random Wave and Current
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acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind