引文
[1]林皋,陈健云.混凝土大坝的抗震安全评价[J].水利学报,2001(2):8-15.LIN Gao,CHEN Jian-yun.Seismic safetyevaluation of large concrete dams[J].Journal ofHydraulic Engineering,2001(2):8-15.(in Chinese)
[2]林皋.汶川大地震中大坝震害与大坝抗震安全性分析[J].大连理工大学学报,2009,49(5):657-666.LIN Gao.Performance of dams suffered inWenchuan earthquake and seismic safety analysis ofdams[J].Journal of Dalian University ofTechnology,2009,49(5):657-666.(in Chinese)
[3]Rashid Y R.Ultimate strength analysis ofprestressed concrete pressure vessels[J].NuclearEngineering and Design,1968,7(4):334-344.
[4]Rots J G,De Borst R.Analysis of mixed modefracture in concrete[J].Journal of EngineeringMechanics,1987,113(11):1739-1758.
[5]WANG Guang-lun,Pekau O A,ZHANG Chu-han,et al.Seismic fracture analysis of concrete gravitydams based on nonlinear fracture mechanics[J].Engineering Fracture Mechanics,2000,65(1):67-87.
[6]Mirzabozorg H,Ghaemian M.Non-linear behaviorof mass concrete in three-dimensional problemsusing a smeared crack approach[J].EarthquakeEngineering and Structural Dynamics,2005,34(3):247-269.
[7]沈怀至,周元德,王进廷.基于弥散裂缝模型的重力坝简化地震分析[J].水利学报,2007,38(10):1221-1227.SHEN Huai-zhi,ZHOU Yuan-de,WANG Jin-ting.Simplified earthquake analysis of concretegravity dams using smeared crack approach[J].Journal of Hydraulic Engineering,2007,38(10):1221-1227.(in Chinese)
[8]楼梦麟,王东静.设有纵缝的重力坝地震反应分析方法[J].水利学报,1997(3):78-83.LOU Meng-lin,WANG Dong-jing.The seismicresponse analysis method for gravity dams withcontraction joints[J].Journal of HydraulicEngineering,1997(3):78-83.(in Chinese)
[9]涂劲,侯顺载,陈厚群.纵缝对重力坝地震反应影响的研究[J].水利学报,2000(12):53-58.TU Jin,HOU Shun-zai,CHEN Hou-qun.Influence of longitudinal joint on seismic response ofgravity dam[J].Journal of Hydraulic Engineering,2000(12):53-58.
[10]张贵科,徐卫亚.重力坝纵缝非连续接触的数值模拟[J].水利学报,2005,36(8):982-987.ZHANG Gui-ke,XU Wei-ya.Numerical simulationof discontinuous contact behavior of verticalconstruction joints in gravity dam[J].Journal ofHydraulic Engineering,2005,36(8):982-987.(inChinese)
[11]王刚,马震岳,张运良.考虑纵缝影响的重力坝静动力荷载组合作用分析[J].水利学报,2009,40(2):244-249.WANG Gang,MA Zhen-yue,ZHANG Yun-liang.Analysis on combined action of dynamic and staticloads of gravity dams in consideration of the effectof longitudinal joints[J].Journal of HydraulicEngineering,2009,40(2):244-249.(in Chinese)
[12]王刚,马震岳,张运良,等.考虑重力坝纵缝结合程度的非线性有限元数值模拟[J].水力发电学报,2009,28(2):41-46.WANG Gang,MA Zhen-yue,ZHANG Yun-liang,et al.Simulation of connecting degree oflongitudinal joints in gravity dams by nonlinearfinite element method[J].Journal of HydroelectricEngineering,2009,28(2):41-46.(in Chinese)
[13]Benson D J,Hallquist J O.A single surface-contactalgorithm for the post-buckling analysis of shellstructures[J].Computer Methods in AppliedMechanics and Engineering,1990,78(2):141-163.
[14]王勖成.有限单元法[M].北京:清华大学出版社,2003.WANG Xu-cheng.Finite Element Method[M].Beijing:Tsinghua University Press,2003.(inChinese)
[15]潘坚文,张楚汉,徐艳杰.强震输入方式与地基模型对重力坝反应的影响[J].岩土工程学报,2010,32(1):82-88.PAN Jian-wen,ZHANG Chu-han,XU Yan-jie.Influence of seismic input mechanism and foundationmodels on response of gravity dams[J].ChineseJournal of Geotechnical Engineering,2010,32(1):82-88.(in Chinese)
[16]江见鲸,陆新征,叶列平.混凝土结构有限元分析[M].北京:清华大学出版社,2005.JIANG Jian-jing,LU Xin-zheng,YE Lie-ping.Finite Element Analysis of Concrete Structures[M].Beijing:Tsinghua University Press,2005.(inChinese)
[17]范书立.混凝土重力坝的动力模型破坏试验及可靠性研究[D].大连:大连理工大学,2007.FAN Shu-li.Research on dynamic failure test andreliability of concrete gravity dam[D].Dalian:Dalian University of Technology,2007.(inChinese)
[18]王刚.长服役期重力坝整体安全性研究与加固施工数值仿真分析[D].大连:大连理工大学,2008.WANG Gang.Research of overall structural safetyand numerical simulation of reinforcing constructionfor long-term operating gravity dam[D].Dalian:Dalian University of Technology,2008.(inChinese)