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Volumn 133, Issue 3, 2007, Pages 356-367

Bearing capacity in long-span tubular truss chords

Author keywords

Bearing capacity; Collapse; Connections; Hollow sections; Limit states; Trusses; Tubes

Indexed keywords

COLLAPSE MECHANISMS; FINITE ELEMENT MODELING; TRUSS CHORDS;

EID: 33847136738     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:3(356)     Document Type: Article
Times cited : (4)

References (23)
  • 3
    • 0003694929 scopus 로고    scopus 로고
    • American Welding Society (AWS). (19th Ed., Miami.
    • American Welding Society (AWS). (2004). D1.1 structural welding code-Steel, 19th Ed., Miami.
    • (2004) D1.1 Structural Welding Code-Steel
  • 5
    • 33847104467 scopus 로고    scopus 로고
    • Overhead sign structures-2-post and 4-post tri-chord truss spans from 18,288 to 73,152 (60' to 240') notes and design criteria
    • Commonwealth of Pennsylvania Department of Transportation (Penndot). (Harrisburg, Pa.
    • Commonwealth of Pennsylvania Department of Transportation (Penndot). (2003a). " Overhead sign structures-2-post and 4-post tri-chord truss spans from 18,288 to 73,152 (60' to 240') notes and design criteria.. " Standard drawings for bridge construction-BC 744-M, Harrisburg, Pa.
    • (2003) Standard Drawings for Bridge Construction-BC 744-M
  • 6
    • 33847159076 scopus 로고    scopus 로고
    • Overhead sign structures-2-post and 4-post tri-chord truss spans from 18,288 to 73,152 (60' to 240') notes and design criteria
    • Commonwealth of Pennsylvania Department of Transportation (Penndot). (Harrisburg, Pa.
    • Commonwealth of Pennsylvania Department of Transportation (Penndot). (2003b). " Overhead sign structures-2-post and 4-post tri-chord truss spans from 18,288 to 73,152 (60' to 240') notes and design criteria.. " Standard drawings for bridge design-BD 644-M, Harrisburg, Pa.
    • (2003) Standard Drawings for Bridge Design-BD 644-M
  • 7
    • 0003701462 scopus 로고    scopus 로고
    • Hibbitt, Karlsson & Sorensen, Inc. (HKS). (Pawtucket, R.I.
    • Hibbitt, Karlsson & Sorensen, Inc. (HKS). (2003). ABAQUS theory manual, Pawtucket, R.I.
    • (2003) ABAQUS Theory Manual
  • 8
    • 0013336321 scopus 로고
    • International Institute of Welding (IIW). (2nd Ed., IIW Subcommission XV-E, Helsinki, Finland.
    • International Institute of Welding (IIW). (1989). " Design recommendations for hollow section joints-predominantly statically loaded.. " IIW Document No. XV-701-89, 2nd Ed., IIW Subcommission XV-E, Helsinki, Finland.
    • (1989) Design Recommendations for Hollow Section Joints-predominantly Statically Loaded
  • 9
    • 10844222832 scopus 로고    scopus 로고
    • Longitudinal plate and through plate-to-hollow structural section welded connections
    • Kosteski, N., and Packer, J. A. (2003). " Longitudinal plate and through plate-to-hollow structural section welded connections.. " J. Struct. Eng., 129 (4), 478-486.
    • (2003) J. Struct. Eng. , vol.129 , Issue.4 , pp. 478-486
    • Kosteski, N.1    Packer, J.A.2
  • 10
    • 33847147873 scopus 로고    scopus 로고
    • Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh.
    • Kozy, B. (2004). " Chord bearing capacity in long-span tubular trusses.. " Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh.
    • (2004) Chord Bearing Capacity in Long-span Tubular Trusses
    • Kozy, B.1
  • 11
    • 33645301561 scopus 로고    scopus 로고
    • Chord bearing capacity in long-span tubular trusses
    • Kozy, B., Boyle, R., and Earls, C. J. (2006). " Chord bearing capacity in long-span tubular trusses.. " Steel Compos. Struct., 6 (2), 103-122.
    • (2006) Steel Compos. Struct. , vol.6 , Issue.2 , pp. 103-122
    • Kozy, B.1    Boyle, R.2    Earls, C.J.3
  • 12
    • 13844271505 scopus 로고    scopus 로고
    • Finite element modeling of tubular truss bearings
    • Kozy, B., and Earls, C. J. (2005). " Finite element modeling of tubular truss bearings.. " Steel Compos. Struct., 5 (1), 49-70.
    • (2005) Steel Compos. Struct. , vol.5 , Issue.1 , pp. 49-70
    • Kozy, B.1    Earls, C.J.2
  • 18
    • 0033738306 scopus 로고    scopus 로고
    • Limit analysis of ultimate strength of tubular X-joints
    • Soh, C. K., Chan, T. K., and Yu, S. K. (2000). " Limit analysis of ultimate strength of tubular X-joints.. " J. Struct. Eng., 126 (7), 790-797.
    • (2000) J. Struct. Eng. , vol.126 , Issue.7 , pp. 790-797
    • Soh, C.K.1    Chan, T.K.2    Yu, S.K.3
  • 19
    • 0020826647 scopus 로고
    • Load interaction in T-joints of steel circular hollow sections
    • Stamenkovic, A., and Sparrow, K. (1983). " Load interaction in T-joints of steel circular hollow sections.. " J. Struct. Eng., 109 (9), 2192-2204.
    • (1983) J. Struct. Eng. , vol.109 , Issue.9 , pp. 2192-2204
    • Stamenkovic, A.1    Sparrow, K.2
  • 20
    • 0018541386 scopus 로고
    • Analysis of fabricated tubular columns
    • Toma, S., and Chen, W. F. (1979). " Analysis of fabricated tubular columns.. " J. Struct. Div., 105 (11), 2343-2366.
    • (1979) J. Struct. Div. , vol.105 , Issue.11 , pp. 2343-2366
    • Toma, S.1    Chen, W.F.2
  • 21
    • 0004073662 scopus 로고
    • Delft University Press, Delft, The Netherlands.
    • Wardenier, J. (1982). Hollow section joints, Delft University Press, Delft, The Netherlands.
    • (1982) Hollow Section Joints
    • Wardenier, J.1
  • 23
    • 0019632215 scopus 로고
    • Ultimate capacity of circular tubular joints
    • Yura, J. A., Edwards, I., and Zettlemoyer, N. (1981). " Ultimate capacity of circular tubular joints.. " J. Struct. Div., 107 (10), 1965-1984.
    • (1981) J. Struct. Div. , vol.107 , Issue.10 , pp. 1965-1984
    • Yura, J.A.1    Edwards, I.2    Zettlemoyer, N.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.