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        <datestamp>2026-09-15T09:08:36Z</datestamp>
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          <dc:title>Table 1_RAO-driven dynamic assessment of a subsea-manifold installation at 1526 m water depth.docx</dc:title>
          <dc:creator>Zhifeng Wang (532697)</dc:creator>
          <dc:creator>Ning Cui (502137)</dc:creator>
          <dc:creator>Xingchao Wei (24919684)</dc:creator>
          <dc:creator>Haiyang Liu (445454)</dc:creator>
          <dc:creator>Siyu Lu (1412086)</dc:creator>
          <dc:creator>Bo Wang (86769)</dc:creator>
          <dc:creator>Xiaoguang Tan (24919687)</dc:creator>
          <dc:creator>Lizhi Duan (7999007)</dc:creator>
          <dc:creator>Yan Qu (682614)</dc:creator>
          <dc:subject>Marine Biology</dc:subject>
          <dc:subject>dynamic amplification</dc:subject>
          <dc:subject>final-approach control</dc:subject>
          <dc:subject>heave compensation</dc:subject>
          <dc:subject>RAO-driven coupling</dc:subject>
          <dc:subject>rope torsion</dc:subject>
          <dc:subject>splash-zone slamming</dc:subject>
          <dc:subject>subsea manifold</dc:subject>
          <dc:subject>ultra-deepwater installation</dc:subject>
          <dc:description>&lt;p&gt;Installing a large asymmetric subsea structure in ultra-deep water requires coordinated control of vessel motion, long-wire compliance, splash-zone hydrodynamics, crane and rigging capacity, resonance, and final-approach velocity. This study develops an RAO-driven one-way coupled time-domain assessment of the Normand Oceanic crane-wire-rigging-Manifold E3 system in OrcaFlex. Vessel and crane-tip motions are prescribed from displacement response-amplitude operators, while the nonlinear hoisting lines, rigging, and six-degree-of-freedom payload respond dynamically without feedback to the vessel solution. The analysis covers six installation stages from half-submerged entry to a controlled approach 10 m above the seabed at 1526 m water depth. Stage-specific calculations quantify crane-tip, hook, and sling forces, dynamic amplification, natural-period migration, and approach velocity for spectral peak periods of 4–11 s and three project headings. The hydrodynamic formulation distinguishes the 43.51 t displaced-water reference mass from the 1874.90 t vertical added mass used in the dynamic model. At a 165° wave heading, the most restrictive condition occurs during the final approach when active heave compensation is off: the allowable significant wave height decreases to 0.6 m at a peak period of 11 s, whereas all investigated AHC-on cases satisfy the acceptance criteria at H&lt;sub&gt;s&lt;/sub&gt; = 3.0 m. The resulting stage-resolved workflow links hydrodynamic loading, hoisting-system dynamics, equipment capacity, clearance, and final-approach control in a traceable operational framework that supported engineering planning for the field installation.&lt;/p&gt;</dc:description>
          <dc:date>2026-09-15T09:08:36Z</dc:date>
          <dc:type>Dataset</dc:type>
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          <dc:identifier>10.3389/fmars.2026.1951772.s001</dc:identifier>
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          <dc:rights>CC BY 4.0</dc:rights>
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