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Keyword [Concrete-filled steel tube(CFST)]
Result: 1 - 20 | Page: 1 of 5
1. Structural Characteristic Study On Large Span CFST Arch Bridge
2. Mechanism And Effect Of Arch Rib Disease And Suspender Replacement For Concrete-filled Steel Tube Arch Bridge
3. Research On Post-fire Performance Of Steel-Concrete Composite Beam-Column Joints
4. The Shrinkage Of Core Concrete And It's Influence To The Mechanical Performance Of The High Strength Concrete Filled Steel Tube
5. Stress Analysis On Cross-section Of Dumbbell CFST Arch Rib During Construction And Experimental Study On Dumbbell CFST Eccentric Columns
6. Test And Research On Bearing Stress Of Tubular Joints Used In Concrete-Filled Steel Tube Arch Bridges
7. Force Characteristic Analysis And Experimental Investigation On CFST Arch Bridge
8. Research On Calculation Models For Hydration Heat, Shrinkage And Creep Of Concrete-Filled Steel Tubes
9. Theory Analysis And Segment Test Study Of The Ultimate Load Capacity On Concrete Filled Steel Tubular Arch Bridge
10. QR-Method For Nonlinear Stability Analysis Of Long-Span Concrete Filled Tube Arch Bridges
11. The Study On The Buckling In Plane Of Arch Structure Of Concrete Filled Steel Tube By Finite Element Method
12. The Analysis Of Concrete Filled Steel Tube (CFST) Framed-shear Wall Under Seismic Load
13. Transversal Stability And Transversal Seismic Resistance Of Large Span CFST Arch Bridge
14. Shrinkage And Creep Analysis Of Concrete Filled Steel Tubular Arch Bridge
15. Study On Cable Erection Construction Of Taiping Lake Large Bridge
16. Study On Mechanical Performance And Emperature Field Of Concrete Filled Steel Tubular Short Columns Under Axial Compression
17. Research On Complete Test Of Steel Tubular Tied Rigid Bar Arch Bridge
18. The Finite Element Analysis On The Mechanics Behavior Of Continuous Web Plate Joint Of CFST Column To Steel Beam
19. The Application Of Limit Length Of Cable Method In Long-Span Concrete Filled Steel Tubular Arch Bridge's Rib Assembling
20. Simulation Analysis Of The Songao Bridge's Stability And Dynamic Performance
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