参考文献/References:
[1] 李晓燕,钟红,林皋.地震作用下混凝土重力坝破
坏过程与破坏形态数值仿真[J].水利学报,2011,42
(10):1209-1217.
[2] WielandM,BrennerRP,SommerP.Earthquakeresiliency
oflargeconcretedams:Damage,repairandstrengthening
concepts.In:InternationalCommissiononLargeDams[C]//
Proceedingsof21stCongressofICLD,Montreal,2003.
[3] 路璐,李兴贵.大体积混凝土裂缝控制的研究与进展
[J].水利与建筑工程学报,2012,10(1):146-150.
[4] BazantZP,TabbaraMR,KazemiMT,etal.Randompar-
ticlemodelsforfractureofaggregateorfibercomposites[J].
JournalofEngineeringMechanics,ASCE,1990,116(8):
1686-1705.
[5] MohamedAR,HansenW.Micromechanicalmodelingof
concreteresponseunderstaticloading:PartI:Modeldevel-
opmentandvalidation[J].ACIMaterialsJournal,1999,96
(2):196-203.
[6] ChiaiaB,VervuurtA,VanMierJGM.Latticemodeleval-
uationofprogressivefailureindisorderedparticlecomposites
[J].EngineeringFractureMechanics,1997,57(2/3):301-
309.
[7] 唐春安,朱万成.混凝土损伤与断裂-数值试验[M].
北京:科学出版社,2003:45-57.
[8] 钟红.高拱坝地震损伤开裂的大型数值模拟[D].大
连:大连理工大学,2008:82-89.
[9] 吴业飞,马海霞.基于ANSYS的土石坝应力变形有限
元分析[J].水利与建筑工程学报,2010,8(4):209-212.
[10] ANSYSIncorporated.Programmer’smanualforANSYS
[M].Canonsburg,USA:ANSYS,Incorporated,2007:
101-180.
[11] 尹训强,李建波,林皋,等.基于ANSYS平台的阻尼
溶剂抽取法及其工程应用[J].工程力学,2013,30
(3):98-105.
[12] 尹训强,李建波,林皋.基于UPFs的三维紧支粘弹
性边界单元[J].世界地震工程,2012,28(3):95-100.
[13] ZhongHong,LinGao,LiXiaoyan.Seismicfailuremodel-
ingofconcretedamsconsideringheterogeneityofconcrete
[J].SoilDynamicsandEarthquakeEngineering,2011,31
(12):1678-1689.
[14] 唐欣薇,周元德,张楚汉.基于细观损伤力学模型的混
凝土坝抗震分析[J].水力发电学报,2013,32(2):195-
200.
[15] LeeJ,FenvesGL.Aplastic-damageconcretemodelfor
earthquakeanalysisofdams[J].EarthquakeEngineering
andStructuralDynamics,1998,27(9):937-956.
[16] KaratonM,CalayirY.Seismicfractureanalysisofconcrete
gravitydamsincludingdam-reservoirinteraction[J].Com-
puterandStructures,2005,83(19/20):1595-1606.
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