Bearing capacity - Globe Thesis

Keyword [Bearing capacity] Result: 41 - 60 \| Page: 3 of 10
41.	A Study On Some Topics Of Reliability Assessment For Existing Reinforced Concrete Bridges
42.	The Research On The Performance Of RC Columns Strengthened With High Performance Composite Cement Mortar Laminates Reinforced By Mesh Reinforcements Under Monotonic Loading And Laterally Cyclic Loading
43.	Research On Behaviour Of Concrete-Filled Steel Tubes Subjected To Complicated Loading States
44.	Study On Evaluation Methods Of Ground Bearing Capacity For Highway Embankment In Loess Area
45.	Study On Controlling Methods Of Compactive Quality Of Subgrade Filled With Earth-Rock Mixtures
46.	Experimental Research And Theoretical Analysis Of Behavior Of Concrete Beam Reinforced With FRP Bars
47.	Study On The Bearing Capacity And Ductility Of Steel Reinforced Concrete Special-Shaped Short Columns Experimental And Numerical Methods
48.	Study On The Effect Of Piles And Soil In Composite Foundation
49.	Research On The Load-Transfer Mechanism And Interaction Of Long Concrete Piles
50.	Study On Design And Computation Method Of Geosynthetic Reinforced Pile-Supported Embankments
51.	Research On Performance Of Concrete Beams, Columns And Joints Reinforced By FRP
52.	The Research Of Some Application Problems In Finite Element Method For Slope Stability Analysis
53.	Nonlinear Analysis Of Static And Dynamic Properties Of Long Span Cable-stayed Space Truss
54.	Nonlinear Analysis Of Steel-Concrete Composite Ribbed Shell
55.	Experimental Investigation On Durability Of FRP Strengthened Concrete Structure
56.	Nonlinearity Analysis Theory And Ultimate Bearing Capacity Calculation Study On Long-span Pre-stressed Concrete Bridge
57.	Study On Highway Engineering Characteristic Of Expansive Soils And Its Calamity Prevention And Cure Technology
58.	Theoretical And Experimental Study On Novel Menbers Of Concrete-Filled Steel Tube
59.	Experimental Investigation On The New-Type Outer-Plated Steel-Concrete Continuous Composite Beams And Joints
60.	Experimental Study On RC Two-way Slabs Strengthened In One-way Method
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