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contributor authorShaddy Y. Hanna
contributor authorWilliam H. Thomason
contributor authorJerry G. Williams
date accessioned2017-05-08T21:09:17Z
date available2017-05-08T21:09:17Z
date copyrightMarch 1989
date issued1989
identifier other%28asce%290733-950x%281989%29115%3A2%28172%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40724
description abstractThe effect of increasing water depth on the performance of deep water tendons of tension leg platforms (TLP) is examined. Equations to determine limits on water depths for tendon systems based on strength and hydrostatic collapse requirements are presented. Relations between tendon tensions and reactions on a TLP hull are derived. Conditions for which neutrally buoyant tendons can be utilized are presented. For very deep water, the limiting diameter‐to‐thickness ratio (
publisherAmerican Society of Civil Engineers
titleInfluence of Tension, Weight, and Hydrostatic Pressure on TLP Tendons
typeJournal Paper
journal volume115
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1989)115:2(172)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 002
contenttypeFulltext


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