arch dam - Globe Thesis

Keyword [arch dam] Result: 21 - 40 \| Page: 2 of 10
21.	Seismic Analysis Of Arch Dams With Contraction Joints And Dam-water-foundation Interaction
22.	Engineering Geological Feasibility Study Of High Arch Dam Construction At Baihetan Hydropower Station, Jinsha River
23.	Parallel 3-D Finite Element Analysis And Its Application In Hydraulic Engineering
24.	Study On Systematical Engineering Geology Of Controlling Rock Mass Structure In Dagangshan Arch Dam Foundation
25.	Safety Analysis And Simulation Of Flood Discharge Of High Arch Dam And Counter-arch Plunge Pool
26.	Research On Models And Indexes Of Safety Monitoring Of Lijiaxia High Arch Dam
27.	Study On Construction Process Simulation And Optimization For High Roller Compact Concrete Arch Dam
28.	Large-scale Numerical Simulation For Damage Prediction Of High Arch Dams Subjected To Earthquake Shocks
29.	Thermodynamics-based Constitutive Model Of Concrete And Its Application To Seismic Analysis Of Concrete Dams
30.	Analysis And Evaluation On Optimization Of Design For Foundation Interface Of Super High Arch Dam
31.	Deformation Reinforcement Theory And Its Application In High Arch Dam Engineering
32.	Stress-Type Time-Domain Artificial Boundary Condition For Finite-Element Simulation Of Near-Field Wave Motion And Its Engineering Application
33.	Calculating Method Of Foundation Deformation Parameters & Foundation Reinforcement Optimization For High Arch Dam
34.	Theory And Key Technology Of Real-time Control For High Arc Dam Construction
35.	Simulation Of Damage-Collapse Process And Safety Evaluation For Arch Dams
36.	Study On Engineering Geological Properties Of Excavating-unloading-relaxation Rock Mass In High Arch Dam Foundation
37.	Stochastic Reliability Analysis And Model Test Research Of High RCC Arch Dam
38.	Reliability Analysis Of Three Dimensional Abutment Stability Against Sliding Of Arch Dam
39.	Engineering Geology Study For The Stability Of Arch Dam Of Jiangkou Hydropower Station
40.	Study On The Stability Of High Arch Dam Abutment By Three-dimensional Geomechanical Breakage Model Test
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