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Previous | Next | Contents ESDEP WG 15A: OFFSHORE STRUCTURES Lecture 15A.12: Connections in Offshore Deck Structures OBJECTIVE/SCOPE To o utline and explain the best met hods for forming structural connections in offshore deck structures; to discuss the importance of a proper choice of co nnection type to achiev e both the required strength and stiffness, and eas e of fabrication. PREREQUISITES Lectures 11.2: Welded Connections Lectures 11.4: Analysis of Connections Lectures 13: Tubular Structu res Lectures 15A: Structural Systems: Offshore RELATED LECTURES (covering specific items in greater detail) Lecture 2.4: Steel Grades and Qualities Lecture 2.5: Selection of Steel Quality Lectures 3.6: Inspection/Quality Assurance Lecture 4A.5: Corro sion Protection in Offshore Structures and Sheet Piling Lecture 11.5: Simple Connections for Building s Lecture 12.2: Advanced Introduction to Fatigue Lectures 12.4: Fatigue Behaviour of Hollow Section Joints SUMMARY Various forms of structural connections in steel offshore deck structures are discuss ed; these cover the c onnections between deck s tringers and main beams, between main beams themselves, between main beams and deck legs, truss c onnections and connections between columns and beams. The importance of designing and dimensioning to minimise fabrication and maintenance is emphasised. 1. INTRODUCTION Large offshore deck s tructures have tradit ionally been built u p using modular co mponents, see ESDEP LECTURE NOTE [WG15A] http://www.haiyangshiyou.com/esdep/master/wg15a/l1200.htm#SEC_1 1 of 20 10/08/2012 8:34 AM

Lecture 15A.12-Connections in Offshore Deck Structures

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