Simplified TrussModel to Assess the Shear Strength of Deep Beams Methods
碩士 === 中華技術學院 === 土木防災工程研究所 === 97 === The objective of this research is to explore the failure of shear resistance in the reinforced concrete deep beams stemming from diagonal compression force flow. The methodology in the exploration adopted reinforced concrete design code 401-86a, which using an...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2009
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| Online Access: | http://ndltd.ncl.edu.tw/handle/90097605198470008964 |