Experimental Performance of Repaired Reinforced Concrete Hollow-Bridge piers
碩士 === 國立高雄第一科技大學 === 營建工程系 === 89 === Designed by the principle of weak column-strong beam, bridge piers are vulnerable following an earthquake. Failure of existing bridge columns such as longitudinal bar fracture, shear failure and bond loss of the lap splice are commonly seen. The ob...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2001
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| Online Access: | http://ndltd.ncl.edu.tw/handle/39660769970350058296 |