Damage assessment of reinforced concrete frames to ground excitations
In this thesis, it has been shown that the shear strength of an RC section may increase by about 40% under EIGM loading. A damage assessment technique is proposed for response of RC frames during Phase I. This technique considers the strength-enhancement effects and reflects the possible failure mec...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Thesis |
| Language: | English |
| Published: |
2008
|
| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/12037 |
| _version_ | 1826120788990754816 |
|---|---|
| author | Lim, Chee Leong |
| author2 | Pan, Tso-Chien |
| author_facet | Pan, Tso-Chien Lim, Chee Leong |
| author_sort | Lim, Chee Leong |
| collection | NTU |
| description | In this thesis, it has been shown that the shear strength of an RC section may increase by about 40% under EIGM loading. A damage assessment technique is proposed for response of RC frames during Phase I. This technique considers the strength-enhancement effects and reflects the possible failure mechanisms. This is applied for a structural-level model, and the results are compared with those from a material-level model. The proposed damage assessment method produces damage results similar to those from a material-level model. |
| first_indexed | 2024-10-01T05:22:31Z |
| format | Thesis |
| id | ntu-10356/12037 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T05:22:31Z |
| publishDate | 2008 |
| record_format | dspace |
| spelling | ntu-10356/120372023-03-03T19:20:57Z Damage assessment of reinforced concrete frames to ground excitations Lim, Chee Leong Pan, Tso-Chien School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In this thesis, it has been shown that the shear strength of an RC section may increase by about 40% under EIGM loading. A damage assessment technique is proposed for response of RC frames during Phase I. This technique considers the strength-enhancement effects and reflects the possible failure mechanisms. This is applied for a structural-level model, and the results are compared with those from a material-level model. The proposed damage assessment method produces damage results similar to those from a material-level model. Doctor of Philosophy (CEE) 2008-09-25T06:35:36Z 2008-09-25T06:35:36Z 2005 2005 Thesis Lim, C. L. (2005). Damage assessment of reinforced concrete frames to ground excitations. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12037 10.32657/10356/12037 en Nanyang Technological University 226 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Structures and design Lim, Chee Leong Damage assessment of reinforced concrete frames to ground excitations |
| title | Damage assessment of reinforced concrete frames to ground excitations |
| title_full | Damage assessment of reinforced concrete frames to ground excitations |
| title_fullStr | Damage assessment of reinforced concrete frames to ground excitations |
| title_full_unstemmed | Damage assessment of reinforced concrete frames to ground excitations |
| title_short | Damage assessment of reinforced concrete frames to ground excitations |
| title_sort | damage assessment of reinforced concrete frames to ground excitations |
| topic | DRNTU::Engineering::Civil engineering::Structures and design |
| url | https://hdl.handle.net/10356/12037 |
| work_keys_str_mv | AT limcheeleong damageassessmentofreinforcedconcreteframestogroundexcitations |