plastic damage model - Globe Thesis

Keyword [plastic damage model] Result: 1 - 20 \| Page: 1 of 2
1.	CT Testing Analysis And Constitutive Model Study Of Unsaturated Slates
2.	Research Of Elasto-plastic Damage Model Of Rock And Its Applications
3.	Experiment Research And Non-linear Stochastic Evolution Analysis Of RC Short-Leg Shear Walls
4.	Study On Long Term Hydro-mechanical Coupled Behavior Of Belgium Boom Clay
5.	Damage Model And Seismic Damage Description Of High-rise Reinforced Concrete Structures
6.	Study Of Plastic-Damage Models For Concrete
7.	Study Of RCC Dams Strengthened With Steel Fiber Reinforced Concrete In Monolith For Seismic Resistance
8.	Study On Seismic Analysis And Aseismic Measures Of Concrete Gravity Dam
9.	Experimental Study And Numerical Simulation On Dynamic Behavior Of RC Shear Walls Under Rapid Loadings
10.	Seismic Analysis Of K8Latticed Shell Considering The Accumulated Damage Effects Of Lower Concrete Support
11.	Plastic-damage Uniaxial Constitutive Model For Confined And Rate-dependent Concrete
12.	The Finite-element Analysis On The Seismic Behavior Of High Strength Steel And High Strength Concrete Double Coupling Beam
13.	Nonlinear Earthquake Response Analysis Of Concrete Gravity Dam Based On Damage Mechanics
14.	Research On Seismic Behavior And Theoretical Analysis Of T Shaped Short-Limb Wall SRC Abnormal Exterior Joint
15.	The Study On Torsional Performance And Finite Element Analysis Of Intermediary Joint With Z-Shaped Column Under Vertical Load
16.	Study On Earthquake Damage Mechanism And Structure Selection Of Prestressed Large-span Subway Station
17.	The Finite-element Analysis On Seismic Behavior Of Different High Strength Steel And High Strength Concrete Coupling Beam Forms
18.	Study On The Characteristics Of Ultrasnic Propagation In Concrete Under Loading By The Numerical Simulation
19.	Comparative Study Of Extended Finite Element Method And Plastic Damage Model In The Modeling Of Localized Failure In Concrete
20.	Research On Nonlinear Damage Model Of Fully-graded Concrete
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