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|Title:||Limit and shakedown analysis of tubular joints||Authors:||Yu, Shengkai.||Keywords:||DRNTU::Engineering::Civil engineering::Structures and design||Issue Date:||2002||Abstract:||Offshore structures are generally constructed as frameworks of tubular members. The inelastic response is significant when considering their ability to resist collapse during extreme events. Hence, their tubular joints should be designed to allow the full post yield capacity of the members.||URI:||http://hdl.handle.net/10356/12161||Rights:||Nanyang Technological University||Fulltext Permission:||restricted||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Theses|
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