Abstract
A finite strip analysis of the vibration of rectangular plates with intermediate supports is described. This approach incorporates the stiffness of the support element in a direct stiffness methodology. The support element, which is modeled as a space frame element, has been combined directly to the stiffness matrix of the strip. The validity of the method is demonstrated in an example. Results are presented to demonstrate convergence of the method.
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.
