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Keyword [Shear slip]
Result: 21 - 40 | Page: 2 of 2
21. The Experimental Research Of Different Loading Rates On Shear Resistance In Concrete
22. Research On Mechanical Behavior Of Pre-stressed Anchor Flexible Retaining Structures Based On Centrifuge Modeling Test
23. A Study On The Stress Intensity Factor And Fracture Process Zone Of A Crack Vertical To The Interface Between Different Materials
24. The Mechanical Performance Analysis Of A Slip Semi-rigid Column Base And Its Application
25. Research On Shear Slip Effect And Shear Strength Of Laminated Composite Structures
26. The Surrounding Rock Classification And Stability Evaluation Of Huangyu Tunnel
27. Research On Shear Force Transfer Performance Of Cold-bent Thin-wall Steel Self-tapping Screw Connection
28. Study On The Dynamic Performance Of Steel-concrete Combination Beams
29. Vibration induced loosening of threaded fasteners: Mechanisms, modeling and design guidelines
30. Crack shear-slip in reinforced concrete elements
31. Experimental Study On Traction And Grassland Damage With Tractor Tires
32. Experimental Study For Long-term Deformation Of PC Box Girder With Corrugated Steel Webs Considering Shear Slip And Shear Deformation
33. Research On Mechanical Performance Of Slidable Joints In Existing Buildings And Elevators
34. Study On Assembled High Performance Cement-based Composite Laminate
35. Analysis Of Bolt Damage And Crack Inhibition Effect And Shear Slip Model Of Anchorage Interface
36. Experimental Study Of Long-term Deformation Of PC Box Girder With Corrugated Steel Webs Considering Shear Slip And Shear Deformation
37. Experimental Study On Shear Resistance Of ECC-Tibetan Rough Stone Masonry Bonding Interface
38. Analysis Of Interfacial Shear Slip Behavior Of Steel Concrete Composite Beams Under High Temperatures
39. Study On Shear-slip Constitutive Relationship Between Self-tapping Screw Connection Of Cold-formed Thin-walled Section Steel After Rust And Its Application
40. Research On Seismic Behavior Of Double-layered Lining Structure For Shield Tunnels With Large Cross-section
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