275 results on '"Chan, Siu-Lai"'
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2. A novel efficient plastic hinge approach for direct analysis of steel structures
3. Laminated insulated glass units under blast loads: Experimental and numerical study
4. Refined three-dimensional pile element formulation for second-order analysis of pile-supported structures accounting for complex loading conditions
5. Geometrically nonlinear analysis of steel structures with nonsymmetric sections under elevated temperatures
6. A series of multi-domain matched interface and boundary algorithms for dynamic and static responses of annular sectorial plates
7. Geometric and material nonlinear analysis of steel members with nonsymmetric sections
8. A mixed-field Timoshenko beam-column element for direct analysis of tapered I-sections members
9. Innovative high-order beam-column element for geometrically nonlinear analysis with one-element-per-member modelling method
10. Numerical simulation of responses of flexible rockfall barriers under impact loading at different positions
11. Advanced flexibility-based beam-column element allowing for shear deformation and initial imperfection for direct analysis
12. Nonlinear finite-element-analysis and design of steel-concrete composite ring (SCCR) joints
13. Experimental Study on Load-Bearing Capacities of Frame-Type Scaffolds Used in Precast Construction
14. Stability design of single angle member using effective stress-strain method
15. An innovative co-rotational pointwise equilibrating polynomial element based on Timoshenko beam theory for second-order analysis
16. Study on collapse of steel-reinforced concrete structure caused by self-weight during construction
17. A practical analytical model for special concentrically braced frames
18. Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections
19. Direct analysis method for noncompact and slender concrete-filled steel tube members
20. Finite Element Modeling and Design of Single Angle Member Under Bi-axial Bending
21. Bifurcation and large-deflection analyses of thin-walled beam-columns with non-symmetric open-sections
22. Finite-element implementation for nonlinear static and dynamic frame analysis of tapered members
23. Study on Global Imperfection of Modular integrated Construction Structures for Second‐order Analysis
24. Application and recent research on direct analysis with completed projects in Macau and Hong Kong
25. Stability study on structural systems assembled by system scaffolds
26. A second-order flexibility-based beam-column element with member imperfection
27. A New Codified Design Theory of Second-order Direct Analysis for Steel and Composite Structures – From Research to Practice
28. Direct analysis of high-strength concrete-filled-tubular columns with circular & octagonal sections
29. Dynamic Time-history Elastic Analysis of Steel Frames Using One Element per Member
30. Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation
31. Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations
32. Second-order analysis of non-prismatic steel members by tapered beam–column elements
33. Improved design of extended end-plate connection allowing for prying effects
34. Direct analysis for high-strength steel frames with explicit-model of residual stresses
35. Co-Rotational Formulations for Geometrically Nonlinear Analysis of Beam-Columns Including Warping and Wagner Effects
36. Direct analysis by an arbitrarily-located-plastic-hinge element — Part 2: Spatial analysis
37. Direct analysis by an arbitrarily-located-plastic-hinge element — Part 1: Planar analysis
38. Experimental and numerical studies of practical system scaffolds
39. Co-Rotational Formulations for Geometrically Nonlinear Analysis of Beam-Columns Including Warping and Wagner Effects.
40. Advanced analysis of hybrid steel and concrete frames: Part 1: Cross-section analysis technique and second-order analysis
41. Advanced analysis of hybrid steel and concrete frames: Part 2: Refined plastic hinge and advanced analysis
42. Gaussian Beam–Column Element Formulation for Large-Deflection Analysis of Steel Members with Open Sections Subjected to Torsion
43. A consistent tapered beam-column element allowing for different variations and initial imperfections
44. Study of Second‐order Effects of Steel Posts Supporting Rockfall Flexible Barriers
45. Design of angle trusses by codes and second-order analysis with experimental verification
46. Experimental and analytical studies on steel scaffolds under eccentric loads
47. Nonlinear analysis of pre-tensioned glass wall facade by stability function with initial imperfection
48. Analytical and experimental bearing capacities of system scaffolds
49. Consistent co-rotational framework for Euler-Bernoulli and Timoshenko beam-column elements under distributed member loads
50. Material yielding by both axial and bending spring stiffness at elevated temperature
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