- 學位論文
植筋邊距對火害後植筋黏結強度之影響
Influence of Edge Distance on the Bond Strength of Post-Installed Rebar After Fire Damage
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延伸閱讀
- 歐陽平（2012）。鋼筋混凝土樑受火害後之溫度與力學性質破壞之研究〔碩士論文，元智大學〕。華藝線上圖書館。https://doi.org/10.6838/YZU.2012.00345
- 徐 瑞 祥（2006）。鋼筋混凝土樑受火害後之力學性質數值模擬〔博士論文，元智大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0009-1306200610112200
- 盧哲明（2011）。Numerical simulation of breakage modes of the Reinforced Concrete beam after a fire〔碩士論文，元智大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0009-2801201415000315
- GORAYA, R. A., AHMED, K., & TAHIR, M. A. (2011). Effect of Surface Texture on Bond Strength of GFRP Rebar in Concrete. Mehran University Research Journal of Engineering and Technology, 30(1), 45-52. https://www.airitilibrary.com/Article/Detail?DocID=P20170126001-201101-201702060029-201702060029-45-52
- 林東翰（2016）。Experimental Study on Bond Behavior of Post-Installed Rebar After Exposure to Elevated Temperature〔碩士論文，逢甲大學〕。華藝線上圖書館。https://doi.org/10.6341/fcu.M0302533