Load and resistance factor design of timber joints: International practice and future direction

Journal of Structural Engineering

Volumn 128, Issue 1, 2002, Pages 48-59

  Smith, Ian ^a,b   Foliente, Greg ^a,c  

^a ASCE ^*  (Canada)

^b UNIVERSITY OF NEW BRUNSWICK   (Canada)

^c CSIRO   (Australia)

Author keywords

Joints; Load and resistance design; Wood

Indexed keywords

LOAD AND RESISTANCE FACTOR DESIGN; TIMBER JOINTS;

BEARING CAPACITY; MATHEMATICAL MODELS; RELIABILITY; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; WOODEN CONSTRUCTION;

JOINTS (STRUCTURAL COMPONENTS);

EID: 0036162886     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:1(48)     Document Type: Article

References (66)

1. National design specification for wood construction
2. General dowel equations for calculating lateral connection values
3. Standard for load and resistance factor design for engineered wood construction
4. Establishing allowable properties for visually graded dimension lumber from in-grade tests of full-size specimens
5. Estimates of joint strength from experimental tests
6. Design of timber structures: General rules and rules for buildings
7. Load distribution in multiple-bolt tension joints
8. Engineering design in wood
9. Engineering design in wood (limit states design)
10. Engineering design in wood (limit states design)
11. Engineering design in wood (limit states design)
12. Commentary on CSA standard 086.1-M84 engineering design in wood (limit states design)
13. Development of a probability based design criterion for American National Standard A58
14. Design of timber structures subjected to extreme loads
15. Evaluation of mechanical joint systems in timber structures
16. International test standards for joints in timber structures under earthquake and wind loads
17. Proposed limit states design procedure for timber joints with dowel-type fasteners and Australian Pine
18. Reliability applications in wood design
19. Reliability-based design of wood structures
20. Theory of timber connectors
21. Improved design of fastenings in timber structures based on limit states design procedures
22. Load distribution in multiple mechanical fasteners in joints subjected to direct load
23. Design of bolted joints
24. Influence of semirigidity of joints on the structure
25. Confidence in estimates of characteristic values
26. Mechanosorptive effects on toothed plate connectors
27. Fastenings (commentary on chapter 10 of CSA standard 086.1-1994)
28. Connector systems
29. A review of bolted timber connections
30. The grouping of species for the design of timber joints with particular application to nailed joints
31. Research on timber fasteners
32. Reliable timber connections
33. Lateral strength and stiffness of single and multiple bolts in glued-laminated timber loaded parallel to grain
34. Mechanical fastening of structural wood members-Design and research status
35. Connector code development and application in the United States: Generic fasteners
36. Connectors and fasteners: Research needs and goals
37. Bolted wood joint yield model
38. Bolted timber connections: Investigation on failure mechanism
39. Stiffness of nailed OSB-to-lumber connections
40. Effects of multiphase moisture conditioning on stiffness of nailed OSB-to-lumber connections
41. Comparison of ASD and LRFD codes for wood members, III: Connections
42. Improvement of the structural behavior of timber joints
43. Establishing uplift design values for metal connectors in light-frame construction
44. Interpretation and adjustment of results from short-term lateral load tests on whitewood joint specimens with nails or bolts
45. The Canadian approach to design of bolted timber connections
46. Methods of calibrating design factors in partial coefficient limit states design codes for structural timberwork: With special reference to mechanical timber joints
47. Joints in timber structures: State-of-the-art knowledge in North America
48. Design properties of laterally loaded nailed or bolted joints
49. Design capacities of joints with laterally loaded nails
50. AS 1720.1-1997. Timber structures, Part 1: Design methods
51. AS/NZS BBBB (Committee Draft). Timber-Methods for evaluation for mechanical joint systems, Part 1: Static loading; Part 2: Cyclonic wind loading; Part 3: Earthquake loading
52. The application of Johansen's yield theory to Australian nailed timber joints
53. Failure in-the-row model for bolted timber connections
54. Mechanical joints in structural timberwork-Information for probabilistic design
55. Mechanical timber joints
56. A method for measuring the embedding characteristics of wood and wood based materials
57. Design of nailed and bolted joints-Proposals for the revision of existing formulae in draft Eurocode 5 and the CIB code
58. Relation of strength of wood to duration of load
59. Ultimate properties of bolted joints in glued-laminated timber
60. Design equation for multiple-fastener wood connections
61. Reliability of bolted wood connections