Abstract
The reliability of a parallel and redundant structural system was formulated with the use of a modified transition probability, and the formulation was then extended to include statically indeterminate structures. This approach is believed to aid in the counting of failure paths and thus facilitate computer solutions. To substantiate this claim, a computer program for the solution of a special type of structure is also given.
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.
