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%
| Main Author: | |
|---|---|
| Format: | Documento de Conferencia |
| Language: | spa |
| Published: |
2021
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| Online Access: | http://repositorio.uptc.edu.co/handle/001/5008 |
| _version_ | 1801705879953735680 |
|---|---|
| author | Zhao, Zuozhou |
| author_facet | Zhao, Zuozhou |
| author_sort | Zhao, Zuozhou |
| collection | DSpace |
| description | 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% |
| format | Documento de Conferencia |
| id | repositorio.uptc.edu.co-001-5008 |
| institution | Repositorio Institucional UPTC |
| language | spa |
| publishDate | 2021 |
| record_format | dspace |
| spelling | repositorio.uptc.edu.co-001-50082023-05-09T22:02:26Z How to prevent a RC frame structure collapsing in a strong earthquake Zhao, Zuozhou 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% 2021-12-21T17:07:34Z 2021-12-21T17:07:34Z 2020-10-14 Documento de Conferencia http://purl.org/coar/resource_type/c_8544 info:eu-repo/semantics/conferenceObject info:eu-repo/semantics/publishedVersion Text http://purl.org/coar/version/c_970fb48d4fbd8a85 http://repositorio.uptc.edu.co/handle/001/5008 3478 instname:Universidad Pedagogica y Tecnologica de Colombia reponame:Repositorio de la Universidad Pedagogica y Tecnologica de Colombia repourl:https://repositorio.uptc.edu.co/ spa Congreso Internacional de Innovacion en Ingeniería Civil https://rdigitales.uptc.edu.co/memorias/index.php/ing_civil/ing_civil/paper/download/3478/3656 https://creativecommons.org/licenses/by-nc-sa/4.0/ info:eu-repo/semantics/openAccess Atribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0) http://purl.org/coar/access_right/c_14cb application/pdf application/pdf https://rdigitales.uptc.edu.co/memorias/index.php/ing_civil/ing_civil/paper/view/3478 |
| spellingShingle | Zhao, Zuozhou How to prevent a RC frame structure collapsing in a strong earthquake |
| title | How to prevent a RC frame structure collapsing in a strong earthquake |
| title_full | How to prevent a RC frame structure collapsing in a strong earthquake |
| title_fullStr | How to prevent a RC frame structure collapsing in a strong earthquake |
| title_full_unstemmed | How to prevent a RC frame structure collapsing in a strong earthquake |
| title_short | How to prevent a RC frame structure collapsing in a strong earthquake |
| title_sort | how to prevent a rc frame structure collapsing in a strong earthquake |
| url | http://repositorio.uptc.edu.co/handle/001/5008 |
| work_keys_str_mv | AT zhaozuozhou howtopreventarcframestructurecollapsinginastrongearthquake |
