Ductility of Fire Damaged R.C. Beams
碩士 === 國立台灣工業技術學院 === 營建工程技術研究所 === 85 === The flexural strength, flexural stiffness, and shear strength of RC beams reduce considerably after exposure to fire. The strength of concrete decreases after fire imposition and so is the balance steel ratio.Thi...
Main Authors: | Tsai, Tung-Hung, 蔡東宏 |
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Other Authors: | Chen Shun-Tyan |
Format: | Others |
Language: | zh-TW |
Published: |
1997
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Online Access: | http://ndltd.ncl.edu.tw/handle/75661383796034769730 |
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