Abstract
An algorithm is developed for the generation of cycle bases leading to highly sparse transformed element flexibility matrices for an efficient flexibility analysis of skeletal structures. This method is a direct approach and selects cycles having the least possible overlaps. An indirect method is also presented which generates cycles of the least possible lengths on an ordered member-set of a structure. A cycle ordering algorithm is given for bandwidth reduction of transformed element flexibility matrices.
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 callMore From: Computer Methods in Applied Mechanics and Engineering
Disclaimer: 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.
