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...
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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2008
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/12037 |
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