Offshore structures, Volume 2
This is the second part of the translation of the original German text "Meerestechnische Konstruktionen" which was published by Springer-Verlag in 1988. The translated material is a reviewed and updated version of the German text. Wheras the first volume concentrates on general and external factors, this one focuses on factors affecting the design and analysis of offshore structures themselves. In an effort to address a wide audience the topic is presented in a general context. Therefore it introduces students and practising engineers to the field of marine technology and, at the same time, serves as a reference book for experts. Finally it gives specialists in related fields an idea of where their work on individual problems of offshore structures stands in relation to the field as a whole. Offshore Structures, Vol. 2 is based on the authors' lectures and design practice in offshore structures and their components. It assists the reader in developing practical solutions by introducing a large number of examples and reference is made to further specialised literature.
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Marine Structural Analysis
Environmental Conditions Affecting Marine Structures
Evaluation of Marine Structures
3 other sections not shown
according amplitude API-RP2A applies approximation axial force basic parameters beam behaviour bending boundary conditions buckling load calculated Chap characteristic coefficient components consider constant crack damage defined deflection deformation degrees of freedom described design value determined developed differential equation displacement domain drift force effect elastic elementary waves equilibrium evaluation example failure boundary fatigue strength finite element Fourier Transform Gaussian normal Germanischer Lloyd gives hydrodynamic linear marine structures matrix mean value membrane motion natural frequency nodes obtain offshore structures plastic hinge plate platform practical problem random number random parameters random process random sample random variables Rayleigh distribution reliability analysis S-N curve safety factors seaway class seaway process seaway spectrum Sect semisubmersible shell shown in Fig simulation solution standard statistical stiffness stochastically independent stress range structural element surface theory total probability theorem transfer function up-crossing vector wave elevation wave period Weibull distribution yield stress zero