Bars - Globe Thesis - Globe Thesis

Keyword [Bars] Result: 161 - 180 \| Page: 9 of 10
161.	Analyze On Negative Moment Area Of Steel-concrete Composite Beam Force Behavior
162.	Nonlinear Finite Element Analysis Of Hybrid FRP Reinforcement Concrete Continuous Beam
163.	Experimental Study On Basic Mechanical Properties Short Of Columns With Strengthened Style Hoop
164.	Nonlinear Numerical Simulation On The Interaction Between FRP Bars And Concrete
165.	Study Of The Concrete-filled Steel Sheer Wall With Binding Bars
166.	Properties Study On The Steel Bar/Wire Mesh Preplaced Aggregate Concrete Composite Strengthening Method In Concrete Square Column Reinforcement
167.	Experimental Study On Mechanical Behaviors Of Floor With Concave Slab
168.	Finite Element Analysis Of Rc Shear Wall Member With Bi-directional Single Row Steel Bars Based On ABAQUS
169.	Inelastic Dynamic Response Analysis Of Frame Structures Reinforced With Steel Bars In Different Strength Grades And RC Shear Wall Structures
170.	Experimental Study On Seismic Behavior Of HRB500 Reinforced Concrete Columns
171.	Research Of Motor's Rotor Fault Diagnosis System Based On Dsp
172.	Nonlinear Finite Element Analysis Of Hybrid Frp Reinforcement Concrete Continuous Beam
173.	Experimental Research On Eccentrically Loaded R. C. Columns With Hrbf500 Steel Bars
174.	Research On The Flexural Behavior Of The Prestressed Hollow Slabs Reinforced By The Pc Steel Bars With Helical Flute
175.	Experimental Investigation Of Material Properties Of 400mpa And 500mpa Steel Bars Under Temperature
176.	Experimental Study On The Transmission Length Of Prestressed Reinforcement With Helical Flute (pc Steel Bars) In Concrete
177.	Nonlinear Numerical Simulation On The Interaction Between Frp Bars And Concrete
178.	Experemental Study On Shear Capacity Of Reinforced Concrete Beam With 500mpa Hot Rolled Bars Of Fine Grains
179.	Experimentation Study Of Low-cycle Fatigue Life Of Tension Steel Bars
180.	Experimental Study Of High-strength Self-compacting Concrete And Bond Properties Of Bars
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