A Study of Shear Strength Degradation of High Strength Concrete Beam-Column Joints for Seismic Resistance
碩士 === 國立臺灣科技大學 === 營建工程系 === 89 === For maintaining the dissipation capacity of structural frames, the failures of beam-column joints should be avoided. Therefore, an evaluation measure to determine the adequacy of strength to prevent the joint failure is needed. The ACI 318-99 Code could not cle...
| 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/62415970639707735883 |