two-parameter - Globe Thesis

Keyword [two-parameter] Result: 41 - 60 \| Page: 3 of 4
41.	Stability Of Cracked Cantilever Pipeline Conveying Fluid On Two-Parameter Elastic Foundation With Distributed Follower Force
42.	Study On The Composite Coefficient Method Of Handan Silty Clay Based On Two-parameter Criterion Of The Strength
43.	The Seismic Damage Study And Finite-element Analysis For Concrete-gypsum Outer Wall With Heat Preservation Function
44.	Research On The Effect Of Adhesive Layer On The Electromechanical Property Of Cantilever Piezoelectric Harvester
45.	Experimental Study On The Behaviors Of HDFRC Under Tension-compression Fatigue Loading
46.	Response Analysis Of Frame-core-tube Structures Using Modified Nonlinear Layered Shell Model For Shear Wall
47.	Research On Fault Model Of PV Cell Based On Two-parameter Determination
48.	Dynamic Response Of Single Piles To Vertical Excitations By Using Two-parameter Foundation Model
49.	Evaluation Method Of Foundation Coefficient Of Two-parameter Foundation Based On Dynamic Characteristic Test
50.	Methods Of Parameter Estimation Of Two-parameter Weibull Distribution For Type-I Censoring Test
51.	Research On Variable-Load Control For Stable Operation Of Free-Piston Engine Generator
52.	The Bending Of Rectangular Thin Plate With Four Free Edges On The Transversely Isotropic Two-parameter Elastic Foundation
53.	Galerkin Solutions Of Bend Of A Rectangular Thin Plate With Four Free Edges On Gibson Foudation
54.	Solve The Two Parameter Foundation Beam Subjected To Axial Pressure By Iteration Method
55.	The Modified Galerkin’s Solution About Bending And Steady Vibration Of Rectangular Plate With Free Edges On Two-parameter Elastic Foundation
56.	Research On Energy Management Strategy For TTR-based Plug-in Hybrid Electric Vehicle
57.	Study On The Modified Timoshenko Cracked Beam Based On Dynamic Stiffness Method
58.	Study On Pile-soil Parameters Of Laterally Loaded Pile In Slope Foundation
59.	The Bending Of The Rectangular Plate With Four Free Edges When The Plate Is In Non-smooth Contact With The Two-parameter Foundation
60.	Optimum Analysis Of Parameters Of Shed-pipe Advanced Support In Weak And Fractured Surrounding Rock Tunneling
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