Application of Softened Strut-and-Tie Model for Shear Strength Design of Deep RC Members
碩士 === 國立臺灣大學 === 土木工程學研究所 === 104 === The ACI 318-14 design procedure for a coupling beam or a grade beam with clear span-depth ratio less than or equal to 4 , which are considered as deep reinforced concrete members, still has some problems need to be investigated. For example, the ACI approach f...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | en_US |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/34294073218589519532 |