Behavior of SRC High Shear elements
碩士 === 國立臺灣科技大學 === 營建工程系 === 92 === The aim of this study is the shear behavior of steel reinforced concrete (SRC) deep beams and beam-column joints. Four deep beams and three beam-column joints specimens were tested to failure by four-point monotonic loading and cyclic loading,respectively. The pa...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/30370363607890640620 |