Research Article
Jan 1951
Ship Response to Range Action in Harbor Basins
Publication: Transactions of the American Society of Civil Engineers
Volume 116, Issue 1
Abstract
The conditions under which a moored ship will respond to sea oscillations in harbor basins are examined on a theoretical basis in this paper. The circumstances in which the ship resonates longitudinally with a periodic surge are deduced and are shown to be dependent primarily on the degree of initial tightness of the moorings, the magnitude of the seiche, and the location of the ship within it. The mass of the ship is of only minor importance in longitudinal motion. Transverse motion is shown to be capable of developing impact forces between ship and quay, which increase approximately as the square of the mass of the ship.
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© 1951 American Society of Civil Engineers.
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Published in print: Jan 1951
Published online: Feb 10, 2021
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Basil Wrigley Wilson, AM.ASCE
Asst. Research Engr., Chf. Civ. Engr's Office, South African Railways and Harbours, Johannesburg, Union of South Africa.
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