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contributor authorE. R. Johnson
date accessioned2017-05-09T01:29:57Z
date available2017-05-09T01:29:57Z
date copyrightDecember, 1972
date issued1972
identifier issn0098-2202
identifier otherJFEGA4-27401#862_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/161478
description abstractThe special case of horizontal wave forces on large vertical cylinders in deep water is considered. The typical application for such a case is the calculation of horizontal forces on column stabilized floating ocean platforms. Existing literature discussing horizontal wave forces on cylinders does not generally agree on how to predict these forces. Since for large diameter cylinders in deep water the maximum force is completely inertial, the problem of deriving a solution is considerably simplified. In this study, an expression for the maximum horizontal wave force on large diameter circular cylinders mounted vertically in deep water has been analytically derived. Experimental model studies were also conducted and the resulting measured forces were within 20 percent of predicted forces. An example of how to predict horizontal wave forces using the methods of this report is given.
publisherThe American Society of Mechanical Engineers (ASME)
titleHorizontal Forces Due to Waves Acting on Large Vertical Cylinders in Deep Water
typeJournal Paper
journal volume94
journal issue4
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.3425578
journal fristpage862
journal lastpage866
identifier eissn1528-901X
keywordsForce
keywordsWaves
keywordsCylinders
keywordsWater
keywordsWave forces
keywordsOceans AND Circular cylinders
treeJournal of Fluids Engineering:;1972:;volume( 094 ):;issue: 004
contenttypeFulltext


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