Abstract
A two-stage procedure utilizing incomplete measurements to assess the location and extent of structural damage is presented. In the first stage, candidate damaged elements are identified using the residual force method. Based on a priori knowledge from the first stage, the damage extent is determined from candidate elements using a proposed optimization scheme based on the method of simulated evolution.
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.
