1996
DOI: 10.1016/0951-8339(95)00002-n
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Limiting motions for jack-ups moving onto location

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Cited by 8 publications
(3 citation statements)
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“…Likewise, Smith et al (1996) provided the operational limits in terms of allowable impact velocities for a jack-up vessel during the standard leg lowering procedure. The limits were derived from structural damage criteria based on structural analyses of leg members.…”
Section: Numerical Coupled Modelsmentioning
confidence: 99%
“…Likewise, Smith et al (1996) provided the operational limits in terms of allowable impact velocities for a jack-up vessel during the standard leg lowering procedure. The limits were derived from structural damage criteria based on structural analyses of leg members.…”
Section: Numerical Coupled Modelsmentioning
confidence: 99%
“…The allowable limit of the impact velocity of the leg should be determined by a leg-soil impact analysis [22]. In this paper, this velocity is not derived but reasonably estimated based on information available [4]. For a specific allowable limit of the impact velocity and its corresponding characteristic value, a backward derivation of the corresponding H s (T p ) limit is possible [5].…”
Section: Allowable Limits Of Sea Statesmentioning
confidence: 99%
“…Instead, other environmental parameters or measurable vessel responses are desired [3]. A significant wave height (H s ) of 1.5 meters is a practical value used by the industry [4], although the origin of such limits is not clear. The H s limit is not sufficient for floating structures, and the wave spectrum peak period (T p ) needs to be considered.…”
Section: Introductionmentioning
confidence: 99%