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dc.contributor.authorWaldemar Magda
dc.date.accessioned2019-03-10T11:51:52Z
dc.date.available2019-03-10T11:51:52Z
dc.date.issued2019
dc.identifier.other%28ASCE%29WW.1943-5460.0000492.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254406
dc.description.abstractThis paper presents a critical analysis of some selected codes and practical recommendations used as basic rules in the design procedures of modern marine fender systems. The first part of the discussion pertains to the existing equations used in calculating the eccentricity coefficient in the ship’s kinetic energy equation and the maximum allowable fender pitch (spacing) in a set of fenders installed along a quay wall. A new approach for the single-fender ship-to-fender contact mode during the side-berthing procedure is introduced, assuming three different special cases (i.e., the prequarter-point case, the quarter-point case, and the postquarter-point case) of the relative position of the ship’s hull with respect to the compressed fender unit. New equations are proposed for the maximum allowable fender pitch and the extreme berthing angles associated with the postquarter-point case of the single-fender and two-fender contact modes. Taking a ferry contact with an MV-type (or π-type) modular fender as an example, a detailed computational analysis has been performed, illustrating permissible geometrical ship-fender-quay configurations and their influence on the eccentricity coefficient, and, consequently, on the effective kinetic energy of a berthing ship.
dc.publisherAmerican Society of Civil Engineers
dc.titlePostquarter-Point Case of Ship’s Side-Berthing and Its Influence on Marine Fender Pitch
dc.typeJournal Paper
dc.journal.volume145
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000492
dc.page04018040
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 002
dc.contenttypeFulltext


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