Seismic Parametric Study of Reinforced Concrete Corner Beam- Column Joints
碩士 === 國立台灣工業技術學院 === 營建工程技術研究所 === 85 === The current design procedures of the beam-column joints are not convincing because of poor understanding of joint behavior. The ACI 318-95 code sets up the limits of the individual design parameter to in...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1997
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| Online Access: | http://ndltd.ncl.edu.tw/handle/19639526332597332932 |