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Part I

                                                        Structural Design Principles




                  Chapter 6    Offshore Structural Analysis

                  6.1  Introduction

                  6.1.1  General
                  This chapter describes the primary considerations that the design engineer should bear in mind
                  during  the  initial  design  and  subsequent structural analysis.  In  this  chapter, the  notation
                  ‘Structures’ refers to  all types of marine units ranging from floating ship-shaped vessels to
                  bottom  founded platforms. Emphasis has been placed  on ship shaped structures. However,
                  consideration is also given to column supported structures (e.g. semi-submersibles, tension leg
                  platforms (TLPs), spars, and  mooring  buoys)  and  also  to  steel  bottom  founded offshore
                  structures such as fixed steel jackets.
                  The UK HSE completed a study on offshore structures in the North Sea, which estimated that
                  around 10-15% of failures were related to inadequate design either at the initial design phase
                  or  a  subsequent upgrade in  the  design. Inadequacy in design includes lack  of operational
                  considerations, failure to  evaluate all  structural elements and  incorrect use  of  the  design
                  formulae.
                  In the process of design, the primary concerns for the designer are risks to life, the structure,
                  the environment, and project economy. Hence, the relevant design codes and standards employ
                  the  appropriate safety  factors in  order  to  minimize these risks  without  being  excessively
                  conservative.
                  Throughout this chapter, emphasis is placed on the design process where the finite element
                  analysis will be employed.  Reference is made to the formulae used  in the design of marine
                  structures, although these  are not  reproduced within this Chapter.  These formulae may be
                  found from Part II and Part III of this book together with the background information.
                  6.1.2  Design Codes
                  The  designer  is  faced  with  a  large  number  of  rules,  codes,  standards, and  specifications
                  describing the  general  policy  for  structure  systems and  the  detailed  design  of  structural
                  components. These documents are produced and distributed by:
                     National Governments
                     Certification Authorities
                     Technical Standards Committees
                     Companies, Universities, or Individual Expertise
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