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Keywords: simple vertical wallClose
Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-502
... ABSTRACT Physical experiments (at a scale of 1/20) are carried out using two different models: a vertical wall with cantilevering slab and a simple vertical wall. Tests are conducted for a range of values of water depth, wave period and wave height. The largest peak pressures were recorded at the SWL (82...
Paper presented at the The Sixth International Offshore and Polar Engineering Conference, May 26–31, 1996
Paper Number: ISOPE-I-96-186
...-varying, and effective pressures are close to hydrostatic equivalents. Impact loads are often substantially greater and vary rapidly, both spatially and temporally. prediction method breakwater wave pressure simple vertical wall vertical wall impact load university horizontal force...
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