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Keyword [Flat Beam]
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1. Aseismic Research On Unbonded Partially Prestressed Concrete Flat-Beam Frame Structure
2. Application And Seismic Behaviors Of Partially Prestressed Concrete Frames With Unbonded Tendons
3. Research On Aseismatic Behaviour Of Unbonded Prestressed Concrete Flat Beam Frame Joints
4. Study On Cold-Formed Steel Concrete Frame System Applied In Multistory House
5. Study On Quasi-Static Seismic Resistance Behavior Of Steel-Fiber High-Strength Prestressed Concrete Flat-Beam Frame Structure
6. Research On Seismic Resistant Behavior Of Unbonded Partially Prestressed High-Strength Concrete Exterior Flat Beam-Column-Slab Subassemblages
7. Study Of The Sesmic Response Of Steel-Fiber Prestressed Concrete Flat-Beam Frame Structure By Pseudo-Dynamic Test
8. Comparative Research On Seismic Response Between Unbonded Prestressed Concrete Flat-beam Frame And Bonded Prestressed Concrete Flat-beam Frame
9. Expermental Researches On Deflection Of Cast-in-Situ RC Two-Way Slab
10. Comparative Study Of Economic And Techical Properties On Transfer Structure Of Tall Building
11. Experimental Study On Prestressed Concrete Flat Beam-column Joints
12. The Cast-in-place Reinforced Concrete Concealed-flat-beam Hollow Floor Mechanics Characteristic Analysis And Engineering Application
13. Experimental Study On The Mechanical Behavior Of The Reinforced Concrete Flat Beam Boundary Nodes
14. Study On The Aseismic Behavior Of Unbonded Prestressed Concrete Flat Beam Frame Structure
15. Research And Application Of Zhujiang New Town Super-tall Steel Tube Concrete Frame-core Tube Structure
16. Study On The Seismic Performance Effect Of Wide Flat Beam And Shear Walls For The Frame
17. The Mechanical Behavior And Seismic Behavior Analysis Of The High-bit-wide-flat Beam Transfer System
18. Finite Element Analysis On The Behavior Of Prestressed Concrete Wide-flat Beam Joint
19. Study On Technology Ang Economic Anaysis Of The Cbm Cast-in-situ Reinforced Concrete Hollow Slab With Hidden Flat Beam
20. Optimization Design Of Tunnel Support Based On Inverted Arch Numerical Analysis
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