Abstract
This paper presents several simplified methods of determining the strength and behavior of offshore cylindrical members and simple frames subjected to monotonic and reversed loading conditions. The important factors such as the effects of the external hydrostatic pressure, the local buckling, the residual stresses, and the initial geometrical imperfections on the member behavior and strength are all considered in the analysis. Typical results for the ultimate strength and behavior of these members and simple frames are given. Ultimate strength-design interaction equations recommended and proposed in the United States for different categories of beam-columns are also presented. The first part of the paper deals with the monotonic loading behavior and strength, and the latter part deals with the reversed and one-cycle loading behavior. Directions of further research are also indicated. In addition to an extensive citation of references in the paper, a Bibliography containing general references relevant to the subject area and reported recently in the North American literature is also included.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
