Base Isolated SMF Design
Base Isolated SMF Design
(OP)
Hi everyone,
I am designing a base-isolated SMF. I am confused about Strong Column-Weak Beam Criteria in codes for SMF desing. Superstructure in a base-isolated building must be essentially elastic under design earthquake. So when designing superstructure, do I need to ensure strong column-weak beam criteria for also base-isolated structure?
Thanks for response.
I am designing a base-isolated SMF. I am confused about Strong Column-Weak Beam Criteria in codes for SMF desing. Superstructure in a base-isolated building must be essentially elastic under design earthquake. So when designing superstructure, do I need to ensure strong column-weak beam criteria for also base-isolated structure?
Thanks for response.






RE: Base Isolated SMF Design
RE: Base Isolated SMF Design
RE: Base Isolated SMF Design