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%
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| Format: | Documento de Conferencia |
| Idioma: | spa |
| Publicat: |
2021
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| Accés en línia: | http://repositorio.uptc.edu.co/handle/001/5008 |
| Sumari: | 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% |
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