shear strength - Globe Thesis

Keyword [shear strength] Result: 61 - 80 \| Page: 4 of 10
61.	Static And Seismic Behavior Of Steel Tube Confined Concrete Short Columns
62.	Influence Of Steel Fiber On The Flexural And Shear Behavior Of High Performance Self-consolidating Concrete Elements
63.	The Research On Influence Of The Post－Casting Section Of Continuous Rigid Bridge Suffered Vibration Of Train Travelling
64.	Experimental Research On Shear Behaviors For Reinforced Concrete Beam Strengthened With Externally Bonded Carbon Fiber Sheet
65.	Study Of The Strength Characteristics And Deformation Behavior Of Unsaturated Soil
66.	Mxi Proportion And Construction Technique Behaviors Of Rcc In Laboratory
67.	Research Of Mechanical And Thermal Performances Of Paper-frame Cavernous Material-concrete Composite Blocks
68.	Water And Earth Pressures Acting On Retaining Structure And How To Choose The Shear Strength Parameters
69.	Experimental Study On Shear Strength Of Super High-strength Concrete Unconstrained Beams Under Point Load
70.	Experimental Research Of Hollow Brick Masonry Strengthened With Common GFRP Sheet
71.	Application Of Rayleigh Wave Method To Estimate The Characteristics Of Foundation Soil
72.	Study On Residual Shear Strength Of Reinforced Concrete Bridge Columns Under Strong Seismic Ground Movement
73.	Experimental Study On Shearing Behaviour Of Fiber Reinforced High Strength Concrete Beams With Stirrup
74.	Shear Behaviour Experiment Investigate Of Stressed Skin Diaphragms Connected By The Self-Tapping Screws
75.	Experimental Research On Shear Strength And Seismic Behavior Of Brick Masonry Walls Reinforced With Aramid Fiber Reinforced Polymer
76.	Application Of Grey System Theory In The Diagonal Shear Strength Of Pre-Stressed Concrete Structural Deign
77.	Experimental Study On Character Of Vibration Compaction Of Coarse Grained Soil
78.	Shear Behavior Of Light-Guage Steel Stud Walls In Residential Buildings
79.	Study On Bond Capability Of Young And Old Concrete With Mechanical Joint
80.	Slope Stability Analysis By The Manifold Element Method
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