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Volumn 126, Issue 1, 2000, Pages 88-97

Fracture toughness demands in welded beam-column moment connections

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; FRACTURE TOUGHNESS; MATHEMATICAL MODELS; RESIDUAL STRESSES; SHEAR STRENGTH; STRESS ANALYSIS; STRESS INTENSITY FACTORS; STRUCTURAL ANALYSIS;

EID: 0033705834     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(88)     Document Type: Article
Times cited : (84)

References (16)
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    • (1997) ABAQUS/standard 1, Version 5.
  • 3
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    • SAC Joint Venture, Sacramento, Calif., 2-1-2-169.
    • Bonowitz, D., and Youssef, N. (1995). "SAC survey of steel momentresisting frame buildings affected by the 1994 Northridge earthquake." SAC Tech. Rep. 95-06, SAC Joint Venture, Sacramento, Calif., 2-1-2-169.
    • (1995) SAC Tech. Rep. 95-06
    • Bonowitz, D.1    Youssef, N.2
  • 5
    • 33847540465 scopus 로고    scopus 로고
    • Cornell Fracture Group and Kansas State University
    • FRacture ANalysis Code 2-D/Layered. (1999). Cornell Fracture Group and Kansas State University, {http://www.cfg.cornell.edu).
    • (1999) FRacture ANalysis Code 2-D/Layered.
  • 6
    • 0029427721 scopus 로고
    • The inherent strain method for residual stress determination and its application to a long welded joint
    • PVP- ASME, New York
    • Hill, M. R., and Nelson, D. V. (1995). "The inherent strain method for residual stress determination and its application to a long welded joint." Structural integrity of Pressure Vessels, Piping, and Components, PVP-Vol. 318, ASME, New York, 343-352.
    • (1995) Structural Integrity of Pressure Vessels, Piping, and Components , vol.318 , pp. 343-352
    • Hill, M.R.1    Nelson, D.V.2
  • 7
    • 33847556502 scopus 로고    scopus 로고
    • Interim guidelines: Evaluation, repair, modification and design of steel moment frames
    • Federal Emergency Management Agency, Washington, D.C.
    • "Interim guidelines: Evaluation, repair, modification and design of steel moment frames." (1997). FEMA 267 (Revised 267a), Federal Emergency Management Agency, Washington, D.C.
    • (1997) FEMA 267 (Revised 267a)
  • 8
    • 0004167357 scopus 로고    scopus 로고
    • Fracture analysis of failed moment frame weld joints produced in full-scale laboratory tests and buildings damaged in the Northridge earthquake
    • SAC Joint Venture, Sacramento, Calif., 1-1-1-21.
    • Kaufmann, E. J., and Fisher, J. W. (1996). "Fracture analysis of failed moment frame weld joints produced in full-scale laboratory tests and buildings damaged in the Northridge earthquake." SAC Tech. Rep. 95-08, Part 2, SAC Joint Venture, Sacramento, Calif., 1-1-1-21.
    • (1996) SAC Tech. Rep. 95-08 , Issue.2 PART
    • Kaufmann, E.J.1    Fisher, J.W.2
  • 10
    • 33847565842 scopus 로고    scopus 로고
    • Variability and statistical bounds of the strength and fracture toughness of common structural steel shapes and weld metals used in welded moment frame building construction
    • American Welding Society.
    • Patterson, S., Vaillancourt, H., and Kuntz, T. (1998). "Variability and statistical bounds of the strength and fracture toughness of common structural steel shapes and weld metals used in welded moment frame building construction." Proc., Int. Conf. on Welded Constr. in Seismic Areas, American Welding Society.
    • (1998) Proc., Int. Conf. on Welded Constr. in Seismic Areas
    • Patterson, S.1    Vaillancourt, H.2    Kuntz, T.3
  • 11
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    • Full scale steel beam-column connection tests
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    • Popov, E. P., Blondet, M., Stepanov, L., and Stojadinovic, B. (1996). "Full scale steel beam-column connection tests." SAC Tech. Rep. 96-01, Part 2, SAC Joint Venture, Sacramento, Calif., 4-1-4-129.
    • (1996) SAC Tech. Rep. 96-01 , Issue.2 PART
    • Popov, E.P.1    Blondet, M.2    Stepanov, L.3    Stojadinovic, B.4
  • 12
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    • (1996) SAC Tech. Report 96-01 , Issue.2 PART
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  • 16
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    • Zhang, J., and Dong, P. (1999). "Residual stress in welded moment frames and implications on structural performance." J. Struct. Engrg., ASCE, in press.
    • (1999) J. Struct. Engrg.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.