Abstract
The truss behaviour is studied for simulataneous stress and displacement constraints under single and multiple load conditions. It is shown that among the ( m + n) stress and displacement constraints of a design (in which member areas are variables) only m constraints are independent. The ( m + n) constraints should be segregated into dependent and independent sets in optimization.
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.
