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Keyword [Depth ratio]
Result: 1 - 20 | Page: 1 of 6
1. Theoretical Analysis And Experimental Study On Coupling Beam With Small Span-to-Depth Ratio In Seismic Coupled Shear Walls Structure
2. Experimental Study On Seismic Behavior And Design Method Study Of Small Span-to-Depth Ratio Coupling Beams Of Seismic RC Shear Walls
3. Magnetic Properties Optimization And Modeling Methodologies For The Straight-line Type Permanent-magnet-biased Current Limiting Topology
4. The Behaviors Of Doubly Reinforced High Strength Concrete Beams And Slabs In Bending
5. Study On Deflections And Cracks Of Steel Reinforced Concrete Flexural Members
6. ANSYS Analysis And Regularity Distribution Study Of Internal Force On Short-shear Wall Structure System
7. Study Of Reinforced Concrete Wall With Opening Holes By Finite Element Mothod
8. Study On The Mechanical Behaviors And Design Of Steel Reinforced Concrete Beam-Type Transfer Story
9. Studies On Integrate Axial Compression Ratio And Shear Span To Depth Ratio For Aseismic Design Of Columns Of Frame Structures
10. Testing Research On The Bend Behaviors Of Steel Fiber-Reinforced Concrete Short Beams
11. Experimental Study On Seismic Behavior Of Short-span Coupling Beams Of Shear Walls
12. Experimental Study On Small-Span-to-Depth-Ratio Coupling Beams With New Reinforce Scheme And Design Method
13. Experimental Study Of Seismic Behavior Of Steel Cmposite Truss Coupling Beams Of High-Rise Shear Walls
14. Study On Seismic Performance Of Innovative Coupling Beams With Control Device
15. Experimental Study On Short-span Coupling Beams With Bidiagonally Reinforced Bar And Design Advise
16. Study On Mechanism Of Rigid Pile Composite Ground With Cushion
17. Experimental Study And Nonlinear Finite Element Analysis On The Deep Coupling Beam
18. Experiment Study The Sluicing Chamber Depth Of Sluicing Chamber Type Water Diversion Hub To Influence Characteristic Of Water And Sediment
19. Nonlinear Finite Element Analysis And Deformability Calculation Of Reinforced Concrete Beams
20. Seismic Test Study On Short-span Coupling Beams With Synthetical Diagonal Reinforcement And Design Advise
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