引文
[1]Jansen R B.Dams and public safety[M].Denver:U.S.Department ofthe Interior,Water and Power Resources Service,1980.
[2]Nonveiller E,Rup i J,Sever Z.War damages and reconstruction ofPeru a Dam[J].Journal of Geotechnical and GeoenvironmentalEngineering,1999,125(4):280-288.
[3]Stewart M G,Netherton M D,Rosowsky D V.Terrorism risks andblast damage to built infrastructure[J].Natural Hazards Review,2006,7(3):114-122.
[4]Stewart M G.Risk acceptability and cost-effectiveness of protectivemeasures against terrorist threats to built infrastructure consideringmultiple threat scenarios[J].Transactions of Tianjin University,2008,14(5):313-317.
[5]Federal Emergency Management Agency.Dam safety and security inthe united states:A progress report on the national dam safetyprogram in fiscal years 2002 and 2003[R].Washington:USDepartment of Homeland Security,2003.
[6]林祥钦.防恐操作平台:美国对水坝人为破坏的防护策略[J].大坝与安全,2003(4):59-61.(Lin Shyangchin.Protection dam strategyagainst terrorism in USA[J].Dam and Safety,2003(4):59-61.(inChinese))
[7]Fenves G L,Mojtahedi S,Reimer R B.Effect of contraction joints onearthquake response of an arch dam[J].Journal of StructuralEngineering,1992,118(4):1039-1055.
[8]Tan Hanchen,Chopra A K.Earthquake analysis of arch damsincluding dam-water-foundation rock interaction[J].EarthquakeEngineering&Structural Dynamics,1995,24(11):1453-1474.
[9]钟红,林皋,李红军,等.拱坝地震破坏的模型试验与数值模拟[J].水力发电学报,2010,29(4):148-153.(Zhong Hong,Lin Gao,Li Hongjun,et al.Study on the failure mode of arch dams subjectedto earthquakes by model test and numerical simulation[J].Journal ofHydroelectric Engineering,2010,29(4):148-153.(in Chinese))
[10]杜荣强,章青,陈士海,等.大岗山和溪洛渡高拱坝强地震损伤比较分析[J].水力发电学报,2010,29(5):6-10.(Du Rongqiang,ZhangQing,Chen Shihai,et al.Comparative analysis of damage behaviorsunder strong earthquakes for Dagangshan arch dam and Xiluodu archdam[J].Journal of Hydroelectric Engineering,2010,29(5):6-10.(inChinese))
[11]李鸿波,张我华,王亚军.爆炸载荷下拱坝脆性动力损伤有限元分析[J].浙江大学学报:工学版,2007,41(1):29-33.(Li Hongbo,Zhang Wohua,Wang Yajun.Finite element analysis of brittledynamic damage in arch dam under blast load[J].Journal of ZhejiangUniversity:Engineering Science,2007,41(1):29-33.(in Chinese))
[12]孟会林,刘代志,孙新利.水中爆炸荷载下混凝土重力坝动力特性分析[C]//国家安全地球物理丛书(三)——地球物理探测与应用.西安:西安地图出版社,2007:212-221.(Meng Huilin,Liu Daizhi,Sun Xinli.Dynamic analysis of a concrete gravity dam experiencingan underwater explosion shock loading[C]//Series of national securityand geophysics:Series 3——Geophysical exploration andapplication.Xi’an:Xi’an Map Press,2007:212-221.
[13]徐俊祥,刘西拉.水中爆炸冲击下混凝土坝动力响应的全耦合分析[J].上海交通大学学报,2008,42(6):1001-1004.(Xu Junxiang,Liu Xila.Full coupled simulation of concrete dams subjected tounderwater explosion[J].Journal of Shanghai Jiaotong University,2008,42(6):1001-1004.(in Chinese))
[14]张可玉,王兴雁,詹发民,等.深水爆破中的难题与对策[J].工程爆破,2006,12(4):57-59.(Zhang Keyu,Wang Xingyan,ZhanFamin,et al.Problems and countermeasures of blasting in deepwater[J].Engineering Blasting,2006,12(4):57-59.(in Chinese))
[15]Niwa A,Clough R W.Non-linear seismic response of archdams[J].Earthquake Engineering&Structural Dynamics,1982,10(2):267-281.
[16]林皋.混凝土大坝抗震设计和研究中的若干问题[J].水力发电学报,1982(2):33-49.(Lin Gao.Some problems in the earthquakeresistant design and investigation of concrete dams[J].Journal ofHydroelectric Engineering,1982(2):33-49.(in Chinese))
[17]龙渝川,周元德,张楚汉.基于两类横缝接触模型的拱坝非线性动力响应研究[J].水利学报,2005,36(9):1094-1099.(Long Yuchuan,Zhou Yuande,Zhang Chuhan.A comparison study of nonlineardynamic responses of arch dams based on two types of contractionjoint models[J].Journal of Hydraulic Engineering,2005,36(9):1094-1099.(in Chinese))
[18]石建军,孙冰,周元德,等.不同横缝接触与库水模型对拱坝动力反应的影响[J].水力发电学报,2005,24(3):34-38.(Shi Jianjun,Sun Bing,Zhou Yuande,et al.Effects of contraction joint contact andreservoir models on dynamic response of arch dams[J].Journal ofHydroelectric Engineering,2005,24(3):34-38.(in Chinese))
[19]Chopra A K.Earthquake analysis of arch dams:factors to beconsidered[J].Journal of Structural Engineering,2012,138(2):205-214.
[20]缪旭弘,钱德进,姚熊亮,等.基于ABAQUS声固耦合法的水下结构声辐射研究[J].船舶力学,2009,13(2):319-324.(MiaoXuhong,Qian Dejin,Yao Xiongliang,et al.Sound radiation ofunderwater structure based on coupled acoustic-structural analysiswith ABAQUS[J].Journal of Ship Mechanics,2009,13(2):319-324.(in Chinese))
[21]Huan Yi,Fang Qin,Chen Li,et al.Evaluation of blast-resistantperformance predicted by damaged plasticity model forconcrete[J].Transactions of Tianjin University,2008,14(6):414-421.
[22]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 Jianjing,Lu Xinzheng,YeLieping.Finite element analysis of concrete structures[M].Beijing:Tsinghua University Press,2005.(in Chinese))
[23]中华人民共和国建设部.GB50010-2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.(Ministry of Construction,PR ChinaGB 50010-2002 Code for design of concrete structures[S].Beijing:ChinaArchitecture&Building Press,2002.(in Chinese))
[24]Kwon Y W,Fox P K.Underwater shock response of a cylindersubjected to a side-on explosion[J].Computers and Structures,1993,48(4):637-646.
[25]乐运国,李遇春,晏思聪,等.高强度混凝土Ⅰ型裂纹损伤断裂判据研究[J].水电站设计,1999,15(1):34-38.(Yue Yunguo,LiYuchun,Yan Sicong,et al.Research of ModeⅠdamage fracturecriteria of high strength concrete[J].Design of Hydroelectric PowerStation,1999,15(1):34-38.(in Chinese))
[26]刘军.混凝土损伤分析及其工程应用[D].大连:大连理工大学,2004.(Liu Jun.The damage analysis of concrete and its engineeringapplication[D].Dalian:Dalian University of Technology,2004.(inChinese))