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Volumn 122, Issue 11, 1996, Pages 1300-1306

Modeling for moment-rotation characteristics for end-plate connections

Author keywords

[No Author keywords available]

Indexed keywords

BOLTED JOINTS; ELASTOPLASTICITY; MATHEMATICAL MODELS; SHEAR DEFORMATION; SHEAR STRESS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0030288558     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:11(1300)     Document Type: Article
Times cited : (79)

References (19)
  • 1
    • 0016884076 scopus 로고
    • High-strength bolted connections subject to prying
    • ASCE
    • Agerskov, H. (1976). "High-strength bolted connections subject to prying." J. Struct. Div., ASCE, 102(1), 161-175.
    • (1976) J. Struct. Div. , vol.102 , Issue.1 , pp. 161-175
    • Agerskov, H.1
  • 2
    • 0028763001 scopus 로고
    • Computer modeling of an extended end-plate bolted connection
    • Bahaari, M. R., and Sherbourne, A. N. (1994). "Computer modeling of an extended end-plate bolted connection," Comp. & Struct., 52(5), 879-893.
    • (1994) Comp. & Struct. , vol.52 , Issue.5 , pp. 879-893
    • Bahaari, M.R.1    Sherbourne, A.N.2
  • 5
    • 0006675151 scopus 로고
    • Semi-rigid connections in steel frames
    • McGraw-Hill, Inc., New York, N.Y.
    • Chen, W. F. et al. (1993). "Semi-rigid connections in steel frames." Proc., Council on Tall Buildings and Urban Habitat, McGraw-Hill, Inc., New York, N.Y.
    • (1993) Proc., Council on Tall Buildings and Urban Habitat
    • Chen, W.F.1
  • 6
    • 0029271779 scopus 로고
    • Second order inelastic analysis of steel frames using element with midspan and end springs
    • ASCE
    • Chen, W. F., and Chan, S. L. (1995). "Second order inelastic analysis of steel frames using element with midspan and end springs." J. Struct. Engrg., ASCE, 121(3), 530-541.
    • (1995) J. Struct. Engrg. , vol.121 , Issue.3 , pp. 530-541
    • Chen, W.F.1    Chan, S.L.2
  • 7
    • 0023175359 scopus 로고
    • Rotational stiffness characteristics of steel beam-to-column connections
    • Davison, J. B., Kirby, P. A., and Nethercot, D. A. (1987). "Rotational stiffness characteristics of steel beam-to-column connections." J. Constr. Steel Res., 8, 17-54.
    • (1987) J. Constr. Steel Res. , vol.8 , pp. 17-54
    • Davison, J.B.1    Kirby, P.A.2    Nethercot, D.A.3
  • 9
    • 0022709720 scopus 로고
    • Moment-transmitting endplate connections in steel construction, and a proposed basis for flush endplate design
    • Jenkins, W. M., Tong, C. S., and Prescott, A. T. (1986). "Moment-transmitting endplate connections in steel construction, and a proposed basis for flush endplate design." The Struct. Engr., 65A(5), 121-132.
    • (1986) The Struct. Engr. , vol.65 A , Issue.5 , pp. 121-132
    • Jenkins, W.M.1    Tong, C.S.2    Prescott, A.T.3
  • 10
    • 0005155443 scopus 로고
    • Steel connection data bank program
    • School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
    • Kishi, N., and Chen, W. F. (1986). "Steel connection data bank program." Struct. Engrg. Rep. No. CE-STR-86-11, School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
    • (1986) Struct. Engrg. Rep. No. CE-STR-86-11
    • Kishi, N.1    Chen, W.F.2
  • 11
    • 0018443303 scopus 로고
    • Limit design of extended endplate connections
    • ASCE
    • Mann, A. P., and Morris, J. L. (1979). "Limit design of extended 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, J.L.2
  • 12
    • 0024131466 scopus 로고
    • Recent development for the design of moment end-plate connections
    • Murray, T. M. (1988). "Recent development for the design of moment end-plate connections." J. Constr. Steel Res., 10, 133-162.
    • (1988) J. Constr. Steel Res. , vol.10 , pp. 133-162
    • Murray, T.M.1
  • 13
    • 0028547628 scopus 로고
    • 3D simulation of endplate bolted connections
    • ASCE
    • Sherbourne, A. N., and Bahaari, M. R. (1994). "3D simulation of endplate bolted connections." J. Struct. Engrg., ASCE, 120(11), 3122-3136.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.11 , pp. 3122-3136
    • Sherbourne, A.N.1    Bahaari, M.R.2
  • 14
    • 0024130935 scopus 로고
    • Design rules for beam-to-column connections in Europe
    • Stark, J. W. B., and Bijlaard, F. S. K. (1988). "Design rules for beam-to-column connections in Europe." J. Constr. Steel Res., 10, 415-462.
    • (1988) J. Constr. Steel Res. , vol.10 , pp. 415-462
    • Stark, J.W.B.1    Bijlaard, F.S.K.2
  • 16
    • 0025417507 scopus 로고
    • A design model for semi-rigid connections
    • Wu, F. H., and Chen, W. F. (1990). "A design model for semi-rigid connections." Engrg. Struct., 12, 88-97.
    • (1990) Engrg. Struct. , vol.12 , pp. 88-97
    • Wu, F.H.1    Chen, W.F.2
  • 17
    • 0028518419 scopus 로고
    • Inelastic and stability analysis of flexibly connected steel frames by spring-in-series model
    • ASCE
    • Yau, C. Y., and Chan, S. L. (1994). "Inelastic and stability analysis of flexibly connected steel frames by spring-in-series model." J. Struct. Engrg., ASCE, 120(10), 2803-2819.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.10 , pp. 2803-2819
    • Yau, C.Y.1    Chan, S.L.2
  • 18
    • 0022680728 scopus 로고
    • Moment-rotation curves for bolted connections
    • Yee, Y. L., and Melchers, R. E. (1986). "Moment-rotation curves for bolted connections." J. Struct. Engrg., ASCE, 112(3), 615-635.
    • (1986) J. Struct. Engrg., ASCE , vol.112 , Issue.3 , pp. 615-635
    • Yee, Y.L.1    Melchers, R.E.2
  • 19
    • 0005257306 scopus 로고
    • Semi-rigid bolted beam-to-column connections with stiffened column flanges and flush-end plates
    • J. H. Howlett et al., eds., Pentech Press, London, England
    • Zoetermeijer, P. (1981). "Semi-rigid bolted beam-to-column connections with stiffened column flanges and flush-end plates." Joints in Structural Steelworks, J. H. Howlett et al., eds., Pentech Press, London, England, 2.99-2.118.
    • (1981) Joints in Structural Steelworks
    • Zoetermeijer, P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.