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Volumn 60, Issue 3-5, 2004, Pages 635-648

Reliability assessment of the post-limit stiffness and ductility of steel joints

Author keywords

Ductility; Monte Carlo method; Reliability; Steel joints

Indexed keywords

COMPUTER SIMULATION; DUCTILITY; MONTE CARLO METHODS; PROBABILITY; RELIABILITY; STEEL; STIFFNESS;

EID: 0347985617     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(03)00145-7     Document Type: Article
Times cited : (19)

References (12)
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    • (1995) Proceedings of the Third International Workshop on Connections , pp. 441-452
    • Weynand, K.1    Jaspart, J.P.2    Steenhuis, M.3
  • 2
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    • Equivalent post-buckling models for the flexural behaviour of steel connections
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    • (2000) Comput Struct , vol.77 , pp. 615-624
    • Simoes da Silva, L.A.P.1    Girao Coelho, A.M.2    Neto, E.3
  • 3
    • 85030917573 scopus 로고    scopus 로고
    • Eurocode 3, prEN 1993-1-8: 20xx, Design of Joints, Final draft (corrected), February 2002. CEN, European Committee for Standardization, Brussels
    • Eurocode 3, prEN 1993-1-8: 20xx, Part 1.8: Design of Joints, Eurocode 3: Design of Steel Structures, Final draft (corrected), February 2002. CEN, European Committee for Standardization, Brussels, 2002.
    • (2002) Eurocode 3: Design of Steel Structures , Issue.PART 1.8
  • 4
    • 85030922126 scopus 로고    scopus 로고
    • Safety concepts for ductility of joints. Connections in steel structures IV
    • R. Leon, & W. S. Easterling (Eds.), Roanoke, VA, USA, October 22-25
    • Steenhuis M. Herwijnen F. Snijder H.H. Safety concepts for ductility of joints Leon R. Easterling W.S. Connections in steel structures IV Proceedings of the Fourth International Workshop on Connections, Roanoke, VA, USA, October 22-25 2000 71-81
    • (2000) Proceedings of the Fourth International Workshop on Connections , pp. 71-81
    • Steenhuis, M.1    Herwijnen, F.2    Snijder, H.H.3
  • 6
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    • Common unified rules fir different types of construction and materials
    • JCSS
    • JCSS. Common unified rules fir different types of construction and materials. Joint Committee on Structural Safety, CEB Bulletin 116E, 1976.
    • (1976) Joint Committee on Structural Safety, CEB Bulletin 116E
  • 7
    • 0036501495 scopus 로고    scopus 로고
    • Post-limit stiffness and ductility of end-plate beam-to-column steel joints
    • Simoes da Silva L. Santiago A. Vila Real P. Post-limit stiffness and ductility of end-plate beam-to-column steel joints Comput Struct 80 2002 515-531
    • (2002) Comput Struct , vol.80 , pp. 515-531
    • Simoes da Silva, L.1    Santiago, A.2    Vila Real, P.3
  • 11
    • 0032035771 scopus 로고    scopus 로고
    • Database for the semi-rigid behaviour of beam-to-column connections in seismic regions
    • Cruz P. Simoes da Silva L. Rodrigues D. Simoes R. Database for the semi-rigid behaviour of beam-to-column connections in seismic regions J Const Steel Res 46 120 1998 1-3
    • (1998) J Const Steel Res , vol.46 , Issue.120 , pp. 1-3
    • Cruz, P.1    Simoes da Silva, L.2    Rodrigues, D.3    Simoes, R.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.