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Keyword [Span-depth ratio]
Result: 1 - 20 | Page: 1 of 2
1. Study On Deflections And Cracks Of Steel Reinforced Concrete Flexural Members
2. ANSYS Analysis And Regularity Distribution Study Of Internal Force On Short-shear Wall Structure System
3. Study Of Reinforced Concrete Wall With Opening Holes By Finite Element Mothod
4. Study On The Mechanical Behaviors And Design Of Steel Reinforced Concrete Beam-Type Transfer Story
5. Testing Research On The Bend Behaviors Of Steel Fiber-Reinforced Concrete Short Beams
6. Experimental Study Of Seismic Behavior Of Steel Cmposite Truss Coupling Beams Of High-Rise Shear Walls
7. Study On Seismic Performance Of Innovative Coupling Beams With Control Device
8. Nonlinear Finite Element Analysis And Deformability Calculation Of Reinforced Concrete Beams
9. Study On Short-span Coupling Beams With Integrated Diagonally Reinforced Detailing
10. Experiment Research On Shearing Behavior Of Concrete Short Beams With Steel Plate
11. Research And Analysis On Dense Rib Beam Hollow Floor System And Practical Engineering
12. The Research On Effect Of Relationship Of Walls Between Windows And Under Windows To Collapse Performance Of Masonry Structure
13. Experimental Study On Different Span-depth Ratio Steel Fiber Reinforced Concrete Coupling Beams
14. The Influence Of The Relation Of Coupling Beam And Wall Limb To The Seismic Behaviour Of Shear Wall Under Rare Earthquake
15. The Analysis On Mechanical Behavior Of Continuous Prestressed Composite Concrete Beams Using Non-linear Finite Element Study
16. The Analysis Of Seismic Behavior And Design Probing Based On The Span-depth Ratio Of Coupling Beam On Shear-wall Structure
17. Analysis Of The Effect Of Shear Lag Of Reinforced Concrete Core Walls With Mixed Concealed Bracings
18. The Research On Deflection Calculation Of Hexagon-hole Castellated Beams Considering Diameter-depth Ratio And Space-depth Ratio
19. Research On The Behavior And Form Finding Of Fish-bellied Concrete Top Beam-supporting Piles For Deep Excavation
20. Study On Optimization Of Prestressed Composite Space Truss
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