参考文献/References:
[1] 朱诗鳌.坝工技术史[M].北京:中国水利电力出版社,1995.
[2] 赵中极,宋海印.重力坝采用预应力技术的断裂力学研究[J].华北水利水电学院学报,2005,26(1):19-22.
Zhao Zhongji,Song Haiyin.The study of prestress-reinforced concrete gravity dam with fracture mechanics[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power,2005,26(1):19-22.(in Chinese)
[3] 周维垣,杨若琼,刘耀儒,等.高拱坝整体稳定地质力学模型试验研究[J].水力发电学报,2005,24(1):53-58.
Zhou Weiyuan,Yang Ruoqiong,Liu Yueru,et al.Research on geomechanical model of rupture tests of arch dams for their stability[J]. Journal of Hydroelectric Engineering,2005,24(1):53-58.(in Chinese)
[4] 刘家平,侯俊平,费文平.水工结构模型试验的研究现状[J].中国农村水利水电,2005(8):85-86.
[5] Proulx J,Darbre G R,Kamileris N.Analytical and experimental investigation of damping in arch dams based on recorded earthquakes[C] //The 13th World Conference on Earthquake Engineering.Vancouver,Canada,2004:68.
[6] Lin G,Hu Z Q.Earthquake safety assessment of concrete arch and gravity dams[J].Earthquake Engineering and Engineering Vibration,2005,4(2):251-264.
[7] 郭永刚,孙五继,刘宪亮.高拱坝伸缩横缝间布设抗震钢筋的动力反应分析[J].应用力学学报,2007,24(1):16-21.
Guo Yonggang,Sun Wuji,Liu Xianliang.Numerical modeling of aseismic reinforcement between contraction joints in high arch dam[J]. Chinese Journal of Applied Mechanics,2007,24(1):16-21.(in Chinese)
[8] Fenves G L,Mojtahedi S,Reimer R B.UCB/EERC-89/12 ADAP-88—a computer program for nonlinear earthquake analysis of concrete arch dams[R].College of Engineering,University of California at Berkeley:Earthquake Engineering Research Center,1989.
[9] Zhang C H,Xu Y J,Wang G L,et al.Nonlinear seismic response of arch dams with contraction joint opening and joint reinforcements[J]. Earthquake Engineering & Structural Dynamics,2000,29(10):1547-1566.
[10] Liu X J,Xu Y J,Wang G L,et al.Seismic response of arch dams considering infinite radiation damping and joint opening effects[J].J Earthquake Engineering and Engineering Vibration,2002,1(1):65-73.
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