参考文献/References:
[1] ChengAHD.Effectofsedimentonearthquake-induced
reservoirhydrodynamicresponse[J].JournalofEngineering
Mechanics,ASCE,1986,112(7):654-665.
[2] DominguezJ,GallegoR,JaponBR.Effectsofporoussedi-
mentsonseismicresponseofconcretegravitydams[J].Jour-
nalofEngineeringMechanics,ASCE,1997,123(4):302-
311.
[3] ZhangChuhan,YanChengda,WangGuanglun.Numerical
simulationofreservoirsedimentandeffectsonhydrodynamic
responseofarchdams[J].EarthquakeEngineeringand
StructureDynamics,2001,30:1817-1837.
[4] IndraniGogoi,DamodarMaity.Influenceofsedimentlayers
ondynamicbehaviorofagedconcretedams[J].Journalof
EngineeringMechanics,ASCE,2007,133(4):400-413.
[5] 王进廷,唐庆,杜修力.库底饱和淤积砂层对高拱坝
地震反应的影响研究[J].水力发电学报,2006,25(2):
11-15.
[6] 王怀亮,宋玉普.多轴应力条件下碾压混凝土层面抗剪
强度试验研究[J].水利学报,2011,42(9):1095-1101.
[7] 王怀亮,周志宇.长期运行老化混凝土重力坝地震反应
分析[J].地震工程与工程振动,2015(1):183-188.
[8] LeeJ,FenvesGL.Aplastic-damageconcretemodelfor
earthquakeanalysisofdams[J].EarthquakeEngineeringand
StructuralDynamics,1998,27:937-956.
[9] 王怀亮.复杂应力状态下大骨料混凝土力学特性的试
验研究和分析[D].大连:大连理工大学,2006.
[10] MirzabozorgH,GhaemianM.Non-linearbehaviorofmass
concreteinthree-dimensionalproblemsusingasmeared
crackapproach[J].EarthquakeEngineeringandStructural
Dynamics,2004,34(3):247-269.
[11] FrancescoParrinello,GuidoBorino.Lagrangianfiniteele-
mentmodellingofdam-fluidinteraction:Accurateabsorbing
boundaryconditions[J].ComputersandStructures,2007,
85(6):11-14.
[12] WangJT,ZhangCH,JinF.Nonlinearearthquakeanaly-
sisofhigharchdam-water-foundationrocksystems[J].
Earthq.Eng.Struct.Dyn,2012,41:1157-1176.
[13] AkkoseM,SimsekE.Non-linearseismicresponseofcon-
cretegravitydamstonear-faultgroundmotionsincluding
dam-water-sediment-foundationinteraction[J].Appl
MathModel,2010,34(11):3685-3700.
[14] ChopraAK,ChakrabartiP.TheKoynaearthquakeandthe
damagetoKoynadam[J].BulletinoftheSeismologicalSo-
cietyofAmerica,1973,63(2):381-397.
[15] ABAQUS,Inc.ABAQUS/Standarduser’smanual[M].
Version6.10.Providence,RI,2010.
[16] LeeJ,FenvesGL.Aplastic-damageconcretemodelfor
earthquakeanalysisofdams[J] .EarthquakeEngineering
andStructuralDynamics,1998,27(9):
937-956.
相似文献/References:
[1]印术宇,杜志达.基于GPSSWorld的碾压混凝土坝施工仿真模拟[J].水利与建筑工程学报,2015,(03):116.
[2]薛一峰,王琳,张晓飞,等.碾压混凝土坝小温差的中后期通水冷却[J].水利与建筑工程学报,2019,(02):140.[doi:10.3969/j.issn.1672-1144.2019.02.026]
[3]杜志达,王奉金,刘运鹄.考虑入仓口因素的碾压混凝土坝仓面施工仿真研究[J].水利与建筑工程学报,2019,(04):172.[doi:10.3969/j.issn.1672-1144.2019.04.030]