Preliminary study of the fragility curves for reinforced concrete interior beam-column joints
For this project, the author is mostly interested in performing fragility analysis on non-ductile reinforced concrete frames, in which two types of beam-column joints are cooperated, namely rigid and soft joints. By applying selected and scaled ground motions, in total there are 900 available, on...
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| Other Authors: | |
| Format: | Final Year Project (FYP) |
| Language: | English |
| Published: |
2014
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| Online Access: | http://hdl.handle.net/10356/61221 |
| _version_ | 1811683424485769216 |
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| author | Mao, Yuyuan |
| author2 | Li Bing |
| author_facet | Li Bing Mao, Yuyuan |
| author_sort | Mao, Yuyuan |
| collection | NTU |
| description | For this project, the author is mostly interested in performing fragility analysis on non-ductile reinforced concrete frames, in which two types of beam-column joints are cooperated, namely
rigid and soft joints. By applying selected and scaled ground motions, in total there are 900 available, on building models, adequate data is generated to assess the relationship between ground motion intensities and structural responses, as well as the probability of exceeding predefined damage states.
At the ending part of the study, this project aims to derive fragility curves to identify the different behaviors of these two types of structures under seismic loadings. Lastly, this project hopes to provide valuable information of structural vulnerability to facilitate the design and construction of low-rise and mid-rise buildings in Singapore. |
| first_indexed | 2024-10-01T04:12:31Z |
| format | Final Year Project (FYP) |
| id | ntu-10356/61221 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T04:12:31Z |
| publishDate | 2014 |
| record_format | dspace |
| spelling | ntu-10356/612212023-03-03T16:52:07Z Preliminary study of the fragility curves for reinforced concrete interior beam-column joints Mao, Yuyuan Li Bing School of Civil and Environmental Engineering DRNTU::Engineering For this project, the author is mostly interested in performing fragility analysis on non-ductile reinforced concrete frames, in which two types of beam-column joints are cooperated, namely rigid and soft joints. By applying selected and scaled ground motions, in total there are 900 available, on building models, adequate data is generated to assess the relationship between ground motion intensities and structural responses, as well as the probability of exceeding predefined damage states. At the ending part of the study, this project aims to derive fragility curves to identify the different behaviors of these two types of structures under seismic loadings. Lastly, this project hopes to provide valuable information of structural vulnerability to facilitate the design and construction of low-rise and mid-rise buildings in Singapore. Bachelor of Engineering (Civil) 2014-06-06T04:11:03Z 2014-06-06T04:11:03Z 2014 2014 Final Year Project (FYP) http://hdl.handle.net/10356/61221 en Nanyang Technological University 64 p. application/pdf |
| spellingShingle | DRNTU::Engineering Mao, Yuyuan Preliminary study of the fragility curves for reinforced concrete interior beam-column joints |
| title | Preliminary study of the fragility curves for reinforced concrete interior beam-column joints |
| title_full | Preliminary study of the fragility curves for reinforced concrete interior beam-column joints |
| title_fullStr | Preliminary study of the fragility curves for reinforced concrete interior beam-column joints |
| title_full_unstemmed | Preliminary study of the fragility curves for reinforced concrete interior beam-column joints |
| title_short | Preliminary study of the fragility curves for reinforced concrete interior beam-column joints |
| title_sort | preliminary study of the fragility curves for reinforced concrete interior beam column joints |
| topic | DRNTU::Engineering |
| url | http://hdl.handle.net/10356/61221 |
| work_keys_str_mv | AT maoyuyuan preliminarystudyofthefragilitycurvesforreinforcedconcreteinteriorbeamcolumnjoints |