Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12161
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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