Computer-aided design of submarine pipelines

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dc.contributor.authorGökkus Ü.
dc.date.accessioned2024-07-22T08:26:01Z
dc.date.available2024-07-22T08:26:01Z
dc.date.issued1995
dc.description.abstractThe computerization of pipeline design is relatively important for the engineering feasibility of submarine pipelines. The changing environmental conditions make difficulties for the stability calculation of each pipe segment on line. For this reason, the computer study will provide many advantages during the design of pipeline. The different environmental and functional parameters can be easily tried on line and the most suitable size of structure against the extreme environmental conditions can be determined. This study deals with the general design principles especially including the engineering studies, i.e. wave statistical analysis, transformation of waves, stability analysis, and developed computer program to achieve both the stabilization of pipeline and aid for drawing the route together with user in some stages of the design. Finally, the outline of the program is briefly described and a flow chart is presented. © 1995, International Association on Water Quality. All rights reserved.
dc.identifier.DOI-ID10.1016/0273-1223(95)00590-J
dc.identifier.issn02731223
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/20713
dc.language.isoEnglish
dc.subjectComputer aided design
dc.subjectFlowcharting
dc.subjectHydrodynamics
dc.subjectLoads (forces)
dc.subjectRefraction
dc.subjectStability
dc.subjectStructural design
dc.subjectSubmarine pipelines
dc.subjectWater waves
dc.subjectHydrodynamic forces
dc.subjectPipeline stability
dc.subjectWave refraction
dc.subjectautomation
dc.subjectcomputer aided design
dc.subjectcomputer program
dc.subjectconference paper
dc.subjectengineering
dc.subjectenvironmental factor
dc.subjectforce
dc.subjecthydrodynamics
dc.subjectpipeline
dc.subjectsea
dc.subjectstatistical analysis
dc.subjectWater pipelines
dc.titleComputer-aided design of submarine pipelines
dc.typeArticle

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