221 results on '"Zhou, Xu-Hong"'
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2. Axial compressive behavior of concrete-filled double skin steel tubular columns with different stiffening constructions for wind turbine towers
3. Pull-out behavior of the pre-installed lifting anchor with supplementary reinforcement for the precast concrete segments of wind turbine hybrid towers
4. Behavior of super-sized thin-walled CFDST columns for wind turbine towers subjected to combined loads: Experiment
5. Compressive behavior of CFDST columns: Effects of thin-walled inner steel tubes
6. Fatigue tests of multiplanar concrete-filled steel tubular KK-joints with inner ring stiffeners
7. Ultimate strength of CFST-gusset plate joints with ring stiffener plates under tension
8. Damage detection of flange bolts in wind turbine towers using dynamic strain responses
9. Damage detection of concrete segment in steel-concrete hybrid wind turbine tower
10. Steel-concrete composite adapter for wind turbine hybrid towers: Mechanism and ultimate capacity prediction under compression
11. Mechanical behaviour of SPSWs with a central opening reinforced by CFS members
12. Experimental study of large-scale stiffened thin-walled CFDST columns under aixal compression
13. Lateral behaviour of steel plate shear wall with cold-formed steel strips reinforcing door opening
14. Coupled behaviour and strength prediction of tapered CFDST columns with large hollow ratios for wind turbine towers
15. Compressive behaviour of stiffened thin-walled CFDST columns with large hollow ratio
16. Cyclic behavior and ultimate bearing capacity of circular concrete-filled double skin steel tube members subjected to combined compression and torsion
17. Seismic behavior of prestressed concrete filled steel tubular lattice tower subjected to combined compression-bending-torsion
18. Effects of wind barriers on the aerodynamic characteristics of bridge-train system for a road-rail same-story truss bridge
19. Compressive behavior of the steel–concrete composite adapter for wind turbine hybrid towers
20. Compressive behavior of stiffened steel tubes for wind turbine towers
21. Torsional behaviour of tapered concrete-filled double-skin steel tubular columns with large hollow ratios
22. Shear behaviour of a novel vertical grouting joint in precast concrete structure for wind turbines
23. Lateral behaviour and failure modes of buckling-restrained beam-only-connected steel plate shear walls
24. Behaviour of tapered concrete-filled double-skin steel tubular columns with large hollow ratio under combined compression-bending-torsion loads: Experiments
25. Behaviour of tapered CFDST columns with large hollow ratio under combined loads
26. Experimental study on Tapered Concrete-Filled Double Skin Steel Tubular columns under torsion
27. Static behavior of large-diameter stiffened steel tubes for wind turbine towers under combined compression-bending-torsion load
28. Experimental and analytical investigation of stiffened steel tubes for wind turbine towers under compression-bending load
29. Experimental and numerical investigation of cross-shaped buckling-restrained SPSWs with composite structure
30. Interaction behaviour of buckling-restrained steel plate shear wall and boundary composite frame
31. Numerical investigation on circular concrete-filled double skin steel tube columns under torsion
32. Force transfer mechanisms in composite frames against progressive collapse
33. Progressive collapse of composite beam-to-column joints under central column removal scenarios: Experiments and component-based modelling
34. Structural resistance of precast concrete beam-to-column substructures under progressive collapse scenarios
35. Future work
36. Behaviour of steel beam-to-column joints subject to removal of a single column
37. Force transfer mechanisms in precast concrete frames under progressive collapse
38. Research background
39. Analytical model for compressive arch action and catenary action in reinforced concrete beams against progressive collapse
40. Compressive behaviour of tapered concrete-filled double skin steel tubular stub columns
41. Coupled ultimate capacity of CFRP confined concrete-filled steel tube columns under compression-bending-torsion load
42. Combined compression-bending-torsion behaviour of CFST columns confined by CFRP for marine structures
43. Ultimate bearing capacity correlation of steel tube confined RC column under combined compression-bending-torsion load
44. Component tests and numerical simulations of composite floor systems under progressive collapse
45. A mechanical model of composite floor systems under an internal column removal scenario
46. Numerical study of rigid steel beam-column joints under impact loading
47. Comprehensive Analysis of 34 Edible Flowers by the Determination of Nutritional Composition and Antioxidant Capacity Planted in Yunnan Province China
48. Experimental study of the cyclic behavior of concrete-filled double skin steel tube columns subjected to pure torsion
49. Effect of boundary conditions on the behaviour of composite frames against progressive collapse
50. Load-resisting mechanisms of 3D composite floor systems under internal column-removal scenario
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