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https://hdl.handle.net/10356/12188Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Zhou, Hua. | en_US |
| dc.date.accessioned | 2008-09-25T06:39:35Z | - |
| dc.date.available | 2008-09-25T06:39:35Z | - |
| dc.date.copyright | 2002 | en_US |
| dc.date.issued | 2002 | - |
| dc.identifier.uri | http://hdl.handle.net/10356/12188 | - |
| dc.description.abstract | This research was intended to investigate the behavior of reinforced concrete beam-column joints under cyclic loading. In consisted three parts. One part was an experimental study of interior eccentric beam-column joints, the second part was a parametric study of interior and exterior beam-column joints, and the last part was a numerical analysis of the effect of bond deterioration on the behavior of interior beam-column joints. | en_US |
| dc.format.extent | 305 p. | - |
| dc.language.iso | en | - |
| dc.rights | Nanyang Technological University | en_US |
| dc.subject | DRNTU::Engineering::Civil engineering::Structures and design | - |
| dc.title | Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading | en_US |
| dc.type | Thesis | en_US |
| dc.contributor.supervisor | Teng, Susanto | en_US |
| dc.contributor.school | School of Civil and Environmental Engineering | en_US |
| dc.description.degree | Doctor of Philosophy (CEE) | en_US |
| item.grantfulltext | restricted | - |
| item.fulltext | With Fulltext | - |
| Appears in Collections: | CEE Theses | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CEE-THESES_428.pdf Restricted Access | 32.9 MB | Adobe PDF | View/Open |
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