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Keyword [members]
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1. Nonlinear Finite Element Analysis On Reinforced Concrete Members Strengthened With Carbon-Fiber-Reinforced-Plastic Sheets
2. The Experimental Research And Theoretical Analysis Of High Strength Concrete Compression-Flexure Members Under Loading And Elevated Temperature
3. Experimental And Theoretical Analysis Of Reinforced Concrete Members Under Corrosion Fatigue Condition
4. Experimental Studies On Durability Of Reinforced Concrete Members In Chloride Environment
5. A Theory Of Stability For Thin-Walled Members Considering The Effects Of Transverse Stresses And Its Applications
6. Experimental Study On Shear Resistance Properties Of Steel Fiber Reinforced High-Strength Concrete Members
7. Experimental Research On Mechanical Performance Of Reinforced Concrete Members Corroded By Salt
8. Stability Theory Of Thin-Walled Steel Components With Physical Defects And Its Applications
9. Experimental Study Of Long Span Cast-in-Situ Concrete Cellular Voided Two-Way Plates Supported By Edge Members
10. Influence Of Steam-curing System On The Performance Of High Strength Concrete
11. Ultimate Strength Study Of Aluminium Members And Plates Considering Local Buckling
12. Theoretical And Experimental Research On The Aluminum Alloy Structure Members
13. Research On Tension Strengthening Of RC Members With Externally Bonded CFRP Sheets
14. Theoretical And Experimental Investigations On The Static Stability Of Sleeved Compression Members
15. The Numerical Analysis Of Thermal Response And The Research Of Fire Resistance Design Methods For Reinforced Concrete Members In Fires
16. Study On High-Temperature Behaviours Of FRHPC Pipe Members
17. Experimental Research And Finite Element Analysis Of Fiber Reinforced Gypsum Panel With Reinforcement Concrete Core Composite Members
18. Adaptive Analysis Of Free Vibration Of Planar Non-uniform Members Based On EEP Super-convergent Method
19. Slabs-Disassembled Analysis On Thin-Walled Open-Profile Members
20. Study On Wind-induced Vibration Characteristics Of Two Classes Of Bridge Components With Large Slenderness Ratio
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