Abstract
Isolation as an effective means of shock absorption in some of the earthquake to show good performance and has been increasingly applied to practical engineering. However, it had a negative impact on long-period structures and isolated structures seismic performance in near the earthquake zone. Meanwhile, in the vicinity of near-fault for the torsion response of plane irregular base-isolated structure can not be ignored. Therefore, the paper uses the universal finite element software to analyse irregular plane isolated structure’ collapsed performance and anti-seismic structure’ collapsed performance under the near fault ground motion. The results show that plane irregular non-isolated structures appear earlier than the isolated structures of plastic hinge and easier to collapse.
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.
