参考文献/References:
References
[1] 胡克旭,张鹏,刘春浩. 新型材料加固钢筋混凝土框架节点的抗震试验研究[J]. 土木工程学报, 2010,43(S1):
447-451.
HU Kexu, ZHANG Peng, LIU Chunhao. Seismic testing study on RC joints strengthened by new concrete material [J].China Civil Engineering Journal, 2010, 43(s1):447-451.
[2] 吴波,王维俊. 碳纤维布加固钢筋混凝土框架节点的抗震性能试验研究[J]. 土木工程学报,2005,38(4):60-65. WU Bo, WANG Weijun. An Experimental Study on The Seismic Behavior of Beam-column Joints Strengthened with Carbon Fiber sheets [J]. China Civil Engineering journal, 2005, 38(4):60-65.
[3] 谢启芳. 中国木结构古建筑加固的试验研究及理论分析[D]. 西安:西安建筑科技大学,2007.
XIE Qifang. Experimental Study and Theoretical Analysis on Strengthening for Chinese Ancient Timber Buildings [D]. Xi‘an: Xi‘an University of Architecture and Techno logy, 2007.
[4] 姚侃,赵鸿铁,薛建阳,等. 古建木结构榫卯连接的扁钢加固试验[J]. 哈尔滨工业大学学报,2009,41(10): 220-224.
YAO Kan, ZHAO Hongtie, XUE Jianyang et al. Exper imental studies on seismic characteristic of strengthened[J]. Journal of Harbin Institute of Technology, 2009, 41(10):220-224.
[5] 陆伟东,邓大利. 木结构榫卯节点抗震性能及其加固试验研究[J]. 地震工程与工程振动,2012,32(3):109-116. LU Weidong, DENG Dali. Experimental Research on Seismic Performance of Wooden Mortise-ten on Joints Before and After Reinforcement [J]. Earthquake Enginee ring and Engineering Vibration,2012,32(3):109-116.
[6] GB50165-92古建筑木结构维护与加固技术规范[S]. 北京:中国建筑工业出版社,1992.
GB50165-92 Technical code for maintenance and streng- thening for Ancient timber buildings [S]. Beijing: China Architecture & Building Press, 1992.
[7] 胡大柱,李国强,孙飞飞,等. 半刚性连接组合框架地震反应分析[J]. 工程抗震与加固改造,2007,29(1):19-25.
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