Second-order analysis and design of angle trusses Part I: Elastic analysis and design

Engineering Structures

Volumn 30, Issue 3, 2008, Pages 616-625

  Chan, S L ^a   Cho, S H ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Buckling; Second order analysis; Semi rigid connections; Single angle strut

Indexed keywords

AXIAL LOADS; BUCKLING; ELASTICITY; LIGHT WEIGHT BUILDING MATERIALS; MATHEMATICAL MODELS; STEEL; STRUCTURAL FRAMES; TRUSSES;

AXIAL FORCE; LIGHT-WEIGHT STEEL; REALISTIC MODELING; SECOND-ORDER ANALYSIS;

STRUCTURAL ANALYSIS;

AXIAL LOADS; BUCKLING; ELASTICITY; LIGHT WEIGHT BUILDING MATERIALS; MATHEMATICAL MODELS; STEEL; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; TRUSSES;

BUCKLING; BUILDING CODE; ECCENTRICITY; ELASTIC PROPERTY; LOADING; MODELING; STEEL STRUCTURE; STRUCTURAL COMPONENT;

EID: 38849201662     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.05.010     Document Type: Article

References (29)

1. Trahair NS, Usami T, Galambos TV. Eccentrically loaded single angle columns. Research report no. 11. St. Louis (Missouri, USA): Structural Division, Civil and Environmental Engineering Department, School of Engineering and Applied Science, Washington University; 1969
2. Adluri S.M.R., and Madugula M.K.S. Eccentrically loaded steel angle struts. Engineering Journal AISC 31 3 (1992) 59-66
3. AISC. Load and resistance factor design specification for structural steel buildings (1986), American Institute of Steel Construction, Chicago
4. AISC. Specification of allowable stress design (1989), AISC Inc, Chicago
5. Wakabayashi M., and Nonaka T. On the buckling strength of angles in transmission towers. Bulletin of the Disaster Prevention Research Institute, Kyoto University, Japan 15 (1965) 1-18
6. Mueller WH, Erzurumlu H. Behaviour and strength of angles in compression: An experimental investigation. Research report of civil-structural engineering. Oregon (USA): Division of Engineering and Applied Science, Portland State University; 1983
7. Ishida A. Experimental study on column carrying capacity of "SHY" steel angles. Yawata technical report, vol. 265. Tokyo (Japan): Yawata Iron and Steel Co Ltd; December, 1968. p. 8564-82;8761-63
8. Bathon L., Mueller W.H., and Kempner L. Ultimate load capacity of single steel angles. Journal of Structural Engineering 119 1 (1993) 279-300
9. ASCE. Manuals and reports on engineering practice no 52. Guide for design of steel transmission towers (1988), ASCE, New York
10. Elgaaly M., Davids W., and Dagher H. Non-slender single angle struts. Engineering Journal, AISC 31 3 (1992) 49-59
11. Kitipornchai S., Al-Bermani F.G.A., and Chan S.L. Elasto-plastic finite element models for angle steel frames. Journal of Structural Engineering, ASCE 116 10 (1990) 2567-2581
12. Woolcock S.T., and Kitipornchai S. Design of single angle web struts in trusses. Journal of Structural Engineering, ASCE 112 6 (1986) 1327-1345
13. Kitipornchai S., and Lee H.W. Inelastic buckling of single angle, tee and double angle struts. Journal of Constructional Steel Research 6 1 (1986) 3-20
14. Kitipornchai S., and Lee H.W. Inelastic experiments on angle and tee struts. Journal of Constructional Steel Research 6 3 (1986) 219-236
15. Kitipornchai S., and Chan S.L. Nonlinear finite element analysis of angle and tee beam-columns. Journal of Structural Engineering, ASCE 113 4 (1987) 721-739
16. Trahair N.S. Restrained elastic beam-columns. Journal of the Structural Division ASCE 95 12 (1969) 2641-2663
17. Al-Bermani F.G.A., and Kitipornchai S. Nonlinear analysis of thin-walled structures using least element/member. Journal of Structural Engineering, ASCE 116 1 (1990) 215-234
18. CEN. Eurocode 3 Design of steel structures - Part 1-1: General rules and rules for building, BS EN 1993-1-1 (2005), CEN, BSI, London
19. AISC. Load and resistance factor design specification for structural steel buildings (1999), AISC INC, Chicago
20. BSI. Structural use of steelwork in building-Part 1: Code of practice for design-Rolled and welded sections, BS5950 (2000), BSI, London
21. Chen W.F., and Chan S.L. Second-order inelastic analysis of steel frames using element with midspan and end springs. Journal of Structural Engineering 121 3 (1995) 530-541
22. Chan S.L., and Chui P.P.T. Non-linear static and cyclic analysis of semi-rigid steel frames (2000), Elsevier Science
23. Chan S.L., and Cho S.H. Design of steel frames using calibrated design curves for buckling strength of hot-rolled members. In: Chan S.L., Teng J.G., and Chung K.F. (Eds). Proceedings of advances in steel structures (2002), Elsevier 1193-1199
24. Chan SL. Geometric and material nonlinear analysis of beam-columns and frames using the minimum residual displacement method. International Journal for Numerical Methods in Engineering 26 (1988) 2657-2669
25. Cho S.H., and Chan S.L. Practical second-order analysis and design of single angle trusses by an equivalent imperfection approach. Steel and Composite Structures 5 6 (2005) 443-458
26. NIDA. Non-linear Integrated design and analysis user's manual, NAF-NIDA series, version 7. Hong Kong: Department of Civil and Structural Engineering, The Hong Kong Polytechnic University. http://www.nida-naf.com
27. Code of practice for structural use of steel 2005. Buildings Department, Hong Kong SAR Government; 2005
28. Chan S.L., and Cho S.H. Second-order P - Δ - δ analysis and design of angle trusses allowing for imperfections and semi-rigid connections. Advanced Steel Construction 1 1 (2005) 169-183
29. BSI. Metallic materials-Tensile testing-Part 1: method of test at ambient temperature, BS EN 10002 (2000), BSI, London