Abstract
This paper carries out the vibration analysis of a high-storey space frame system. The finite element formulations are based on classical space frame theory and the finite element method. Then the calculation program is established in the MATLAB environment. The computed results are compared with those of exact solutions to demonstrate the accuracy of the program. In addition, we use the artificial neural network to predict the natural frequencies of the structure. The parameter study is conducted to evaluate the effect of geometrical coefficients and boundary conditions on vibration responses of the structure. These numerical results are a good basis to develop many complicated problems dealing with artificial intelligence (AI) to predict mechanical responses of structures.
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.
