How to prevent a RC frame structure collapsing in a strong earthquake
Based on seismic design code of China GB50011, RCframesaredesigned based on ductility frame requirements. ① Seismic design objective(3 levels): Elastic under Service level EQ (SLE) (Pf=63.2%) Repairable under Design basis EQ(DBE) (Pf=10%) Non-collapse under MaximumconsideredEQ(MCE)(Pf=2%
| Tác giả chính: | |
|---|---|
| Định dạng: | Documento de Conferencia |
| Ngôn ngữ: | spa |
| Được phát hành: |
2021
|
| Truy cập trực tuyến: | http://repositorio.uptc.edu.co/handle/001/5008 |
