composite beams - Globe Thesis

Keyword [composite beams] Result: 1 - 20 \| Page: 1 of 10
1.	Analysis Of Interface Behavior On Steel-Concrete Composite Beams And Experimental Study Of Load Distribution Width On Stiffened Steel Plate And Concrete Composite Plates
2.	Experimental Investigation On The New-Type Outer-Plated Steel-Concrete Continuous Composite Beams And Joints
3.	Experiments And Theoretic Research On Steel-Concrete Composite Beams Considering Interface Slip And Uplift
4.	Theoretical Analysis And Experimental Research On Behavior And Crack Control Of Negative Moment Zone In Steel-Concrete Composite Beams
5.	Mechanical Performance Of Steel-Concrete Composite Beams Strengthened With Prestressing CFRP Sheets
6.	Experimental Study And Theoretical Analysis Of Steel - Concrete Continuous Composite Beams
7.	Research On The Slip Behavior Of The Simply Supported Composite Beams Of Steel And Concrete With Partial Shear Connection
8.	An Experimental Study On Unbonded Prestressed Composite Beams With Reaction Powder Concrete
9.	Study Of Effective Flange Width For Steel-concrete Composite Beam
10.	Research On The Transvers Normal Stress And Total Stability Of Steel Concrete Composite Beams
11.	Research And Development Computer Aided Design System On Steel-Concrete Composite Beams
12.	Experimental Study On Bending Behavior And Design Methods Of Prestressed Concrete Composite Beams
13.	Experimental Study On Longitudinal Shear Of Steel-Concrete Composite Beams
14.	Experimental Study On The Resistance To Longitudinal Shear Of Composite Beams With Profiled Sheeting
15.	Nonlinear Finite Element Study Of Continuous Prestressed Composite Beams
16.	An Investigation On The Design Of Steel-concrete Composite Beams
17.	Reliability Analysis Of Steel-Concrete Composite Beams
18.	Research On Mechanical Behavior Of New Composite Slabs Under Horizontal Load
19.	The Experiment And Analysis Of The Effective Width Value In Steel-Concrete Composite Beams
20.	The Simplified Formula For Calculating The Deflection Of Steel-concrete Composite Beams And The Distortional Stability Analysis Of Its Negative Moment Zone
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