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Volumn 123, Issue 2, 1997, Pages 165-174

Finite element prediction of end plate bolted connection behavior. II: Analytic formulation

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; FLANGES; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); REGRESSION ANALYSIS; STIFFNESS;

EID: 0031078559     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1997)123:2(165)     Document Type: Article
Times cited : (43)

References (11)
  • 1
    • 0026172870 scopus 로고
    • Moment-rotation functions for steel connections
    • ASCE
    • Attiogbe, E., and Morris, G. (1991). "Moment-rotation functions for steel connections." J. Struct. Engrg., ASCE, 117(6), 1703-1718.
    • (1991) J. Struct. Engrg. , vol.117 , Issue.6 , pp. 1703-1718
    • Attiogbe, E.1    Morris, G.2
  • 2
    • 0003676187 scopus 로고
    • Optimization toolbox for use with MATLAB
    • The Math Works, Inc., South Natick, Mass.
    • Grace, A. (1990). "Optimization toolbox for use with MATLAB." MATLAB user's guide, The Math Works, Inc., South Natick, Mass.
    • (1990) MATLAB User's Guide
    • Grace, A.1
  • 4
    • 0022709720 scopus 로고
    • Momenttransmitting endplate connections in steel construction, and a proposed basis for flush endplate design
    • Jenkins, W. M., Tong, C. S., and Prescott, A. T. (1986). "Momenttransmitting endplate connections in steel construction, and a proposed basis for flush endplate design." The Struct. Engr., 64A(5), 121-132.
    • (1986) The Struct. Engr. , vol.64 A , Issue.5 , pp. 121-132
    • Jenkins, W.M.1    Tong, C.S.2    Prescott, A.T.3
  • 5
    • 0018291750 scopus 로고
    • Analytical M-Φ curves for end-plate connections
    • ASCE
    • Krishnamurthy, N., Huang, H.-T., Jeffrey, P. K., and Avery, L. K. (1979). "Analytical M-Φ curves for end-plate connections." J. Struct. Div., ASCE, 105(1), 133-145.
    • (1979) J. Struct. Div. , vol.105 , Issue.1 , pp. 133-145
    • Krishnamurthy, N.1    Huang, H.-T.2    Jeffrey, P.K.3    Avery, L.K.4
  • 6
    • 0017983657 scopus 로고
    • A fresh look at bolted end-plate behavior and design
    • Krishnamurthy, N. (1978). "A fresh look at bolted end-plate behavior and design." Engrg. J. Am. Inst. of Steel Constr., 15(2), 39-49.
    • (1978) Engrg. J. Am. Inst. of Steel Constr. , vol.15 , Issue.2 , pp. 39-49
    • Krishnamurthy, N.1
  • 7
    • 0025398384 scopus 로고
    • Behavior and design of large-capacity moment endplates
    • ASCE
    • Kukreti, A. R., Ghassemieh, M., and Murray, T. M. (1990). "Behavior and design of large-capacity moment endplates." J. Struct. Engrg., ASCE, 116(3), 809-828.
    • (1990) J. Struct. Engrg. , vol.116 , Issue.3 , pp. 809-828
    • Kukreti, A.R.1    Ghassemieh, M.2    Murray, T.M.3
  • 8
    • 0018443303 scopus 로고
    • Limit design of extened endplate connections
    • ASCE
    • Mann, A. P., and Morris, L. J. (1979). "Limit design of extened endplate connections." J. Struct. Div., ASCE, 105(3), 511-526.
    • (1979) J. Struct. Div. , vol.105 , Issue.3 , pp. 511-526
    • Mann, A.P.1    Morris, L.J.2
  • 9
    • 0017548527 scopus 로고
    • A limit state design method for the tension region of bolted beam-column connections
    • Packer, J. A., and Morris, L. J. (1977). "A limit state design method for the tension region of bolted beam-column connections." The Struct. Engr., 55(10), 446-458.
    • (1977) The Struct. Engr. , vol.55 , Issue.10 , pp. 446-458
    • Packer, J.A.1    Morris, L.J.2
  • 10
    • 0000314252 scopus 로고
    • Versatile elastic-plastic stress-strain formula
    • ASCE
    • Richard, R. M., and Abbott, B. J. (1975). "Versatile elastic-plastic stress-strain formula." J. Engrg. Mech. Div., ASCE, 101(4), 511-515.
    • (1975) J. Engrg. Mech. Div. , vol.101 , Issue.4 , pp. 511-515
    • Richard, R.M.1    Abbott, B.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.