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Volumn 39, Issue 3, 1996, Pages 221-243

Transient response of moment-resistant steel frames with flexible and hysteretic joints

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER AIDED ANALYSIS; CONNECTORS (STRUCTURAL); DAMPING; DEFLECTION (STRUCTURES); DYNAMIC LOADS; DYNAMIC RESPONSE; FLEXIBLE STRUCTURES; JOINTS (STRUCTURAL COMPONENTS); STEEL STRUCTURES; STRUCTURAL ANALYSIS;

EID: 0030231611     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(96)00038-7     Document Type: Article
Times cited : (28)

References (38)
  • 1
    • 0038379331 scopus 로고
    • Report No. UCB/EERC-83/02, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, CA, January
    • Popov, E. P., Seismic moment connections for moment-resisting steel frames. Report No. UCB/EERC-83/02, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, CA, January, 1983.
    • (1983) Seismic Moment Connections for Moment-resisting Steel Frames
    • Popov, E.P.1
  • 2
    • 0025795914 scopus 로고
    • Dynamic behavior of flexible, semirigid and rigid steel frames
    • Nade, M. N. and Astaneh, A., Dynamic behavior of flexible, semirigid and rigid steel frames. Journal of Constructional Steel Research, 1991, 18, 179-192.
    • (1991) Journal of Constructional Steel Research , vol.18 , pp. 179-192
    • Nade, M.N.1    Astaneh, A.2
  • 4
    • 0041711935 scopus 로고
    • Elastic buckling of semi-rigid sway frames
    • ed. R. Narayanan. Elsevier Applied Science, Barking
    • Cosenza, E., Luca, D. A. and Faella, C., Elastic buckling of semi-rigid sway frames. In Structural Connections, Stability and Strength, ed. R. Narayanan. Elsevier Applied Science, Barking, 1989, pp. 253-295.
    • (1989) Structural Connections, Stability and Strength , pp. 253-295
    • Cosenza, E.1    Luca, D.A.2    Faella, C.3
  • 5
    • 0024130908 scopus 로고
    • Extending of the Merchant-Rankine formula for the assessment of the ultimate load of frames with semi-rigid joints
    • Jaspart, J. P., Extending of the Merchant-Rankine formula for the assessment of the ultimate load of frames with semi-rigid joints. Journal of Constructional Steel Research, 1988, 11, 283-312.
    • (1988) Journal of Constructional Steel Research , vol.11 , pp. 283-312
    • Jaspart, J.P.1
  • 6
    • 0026202852 scopus 로고
    • Semibifurcation and bifurcation analysis of flexiblyconnected steel frames
    • Ho, W. M. G. and Chan, S. L., Semibifurcation and bifurcation analysis of flexiblyconnected steel frames. Journal of Structural Engineering, ASCE, 1991, 117(8), 2299-2319.
    • (1991) Journal of Structural Engineering, ASCE , vol.117 , Issue.8 , pp. 2299-2319
    • Ho, W.M.G.1    Chan, S.L.2
  • 8
    • 0021442032 scopus 로고
    • Analysis of three-dimensional frames with flexible beam-column connections
    • Ang, K. M. and Morris, G. A., Analysis of three-dimensional frames with flexible beam-column connections. Canadian Journal of Civil Engineering, 1984, 11, 245-254.
    • (1984) Canadian Journal of Civil Engineering , vol.11 , pp. 245-254
    • Ang, K.M.1    Morris, G.A.2
  • 9
    • 0023248985 scopus 로고
    • Inelastic analysis of steel braced frames with flexible joints
    • Chen, W. F. and Zhou, S. P., Inelastic analysis of steel braced frames with flexible joints. International Journal of Solids and Structures, 1987, 23(5), 631-649.
    • (1987) International Journal of Solids and Structures , vol.23 , Issue.5 , pp. 631-649
    • Chen, W.F.1    Zhou, S.P.2
  • 10
    • 0027189195 scopus 로고
    • An accurate and efficient method for large deflection analysis of frames with semi-rigid connections
    • Ho, W. M. G. and Chan, S. L., An accurate and efficient method for large deflection analysis of frames with semi-rigid connections. Journal of Constructional Steel Research, 1993, 26, 171-191.
    • (1993) Journal of Constructional Steel Research , vol.26 , pp. 171-191
    • Ho, W.M.G.1    Chan, S.L.2
  • 12
    • 0024764989 scopus 로고
    • Static and dynamic analysis of space frames with nonlinear flexible connections
    • Shi, G. and Atluri, S. N., Static and dynamic analysis of space frames with nonlinear flexible connections. International Journal of Numerical Methods in Engineering, 1989, 28, 2635-2650.
    • (1989) International Journal of Numerical Methods in Engineering , vol.28 , pp. 2635-2650
    • Shi, G.1    Atluri, S.N.2
  • 13
    • 0028518419 scopus 로고
    • Inelastic and stability analysis of flexibly connected steel frames by springs-in-series model
    • Yau, C. Y. and Chan, S. L., Inelastic and stability analysis of flexibly connected steel frames by springs-in-series model. Journal of Structural Engineering, ASCE, 1994, 120(10), 2803-2819.
    • (1994) Journal of Structural Engineering, ASCE , vol.120 , Issue.10 , pp. 2803-2819
    • Yau, C.Y.1    Chan, S.L.2
  • 16
    • 0025517163 scopus 로고
    • Cyclic behavior of end-plate moment connections
    • Tsai, K. C. and Popov, E. P., Cyclic behavior of end-plate moment connections. Journal of the Structural Division, ASCE, 1990, 116(11), 2917-2930.
    • (1990) Journal of the Structural Division, ASCE , vol.116 , Issue.11 , pp. 2917-2930
    • Tsai, K.C.1    Popov, E.P.2
  • 17
    • 23244449707 scopus 로고
    • Static and cyclic performance of semirigid steel beam-to-column connections
    • Azizinamini, A. and Radziminski, J. B., Static and cyclic performance of semirigid steel beam-to-column connections. Journal of the Structural Division, ASCE, 1989, 115(12), 2979-2999.
    • (1989) Journal of the Structural Division, ASCE , vol.115 , Issue.12 , pp. 2979-2999
    • Azizinamini, A.1    Radziminski, J.B.2
  • 18
    • 0010028533 scopus 로고
    • EERC Report 70-3, Earthquake Engineering Research Centre, University of California, Berkeley, July
    • Popov, E. P. and Stephen, R. M., Cyclic loading of full-size steel connections. EERC Report 70-3, Earthquake Engineering Research Centre, University of California, Berkeley, July, 1970.
    • (1970) Cyclic Loading of Full-size Steel Connections
    • Popov, E.P.1    Stephen, R.M.2
  • 20
    • 0024089757 scopus 로고
    • Seismic response of multi-storey steel buildings with flexible connections
    • Sivakumaran, K. S., Seismic response of multi-storey steel buildings with flexible connections. Engineering Structures, 1988, 10, 239-248.
    • (1988) Engineering Structures , vol.10 , pp. 239-248
    • Sivakumaran, K.S.1
  • 25
    • 0028977154 scopus 로고
    • Nonlinear seismic analysis of space structures with partially restrained connections
    • Gao, L. and Haldar, A., Nonlinear seismic analysis of space structures with partially restrained connections. Microcomputers in Civil Engineering, 1995, 10, 27-37.
    • (1995) Microcomputers in Civil Engineering , vol.10 , pp. 27-37
    • Gao, L.1    Haldar, A.2
  • 27
    • 0024304531 scopus 로고
    • Semirigid steel beam-to-column connections: Data base and modeling
    • Chen, W. F. and Kishi, N., Semirigid steel beam-to-column connections: data base and modeling. Journal of the Structural Division, ASCE, 1989, 115(1), 105-119.
    • (1989) Journal of the Structural Division, ASCE , vol.115 , Issue.1 , pp. 105-119
    • Chen, W.F.1    Kishi, N.2
  • 28
    • 0007694298 scopus 로고
    • Second order inelastic analysis of steel frames by personal computers
    • Chen, W. F. and Chan, S. L., Second order inelastic analysis of steel frames by personal computers. Journal of Structural Engineering, 1994, 21(2), 99-106.
    • (1994) Journal of Structural Engineering , vol.21 , Issue.2 , pp. 99-106
    • Chen, W.F.1    Chan, S.L.2
  • 29
    • 0028317704 scopus 로고
    • Nonlinear vibration analysis of steel frames with semi-rigid connections
    • Chan, S. L. and Ho, G. W. M., Nonlinear vibration analysis of steel frames with semi-rigid connections. Journal of the Structural Division, ASCE, 1994, 120(4), 1075-1087.
    • (1994) Journal of the Structural Division, ASCE , vol.120 , Issue.4 , pp. 1075-1087
    • Chan, S.L.1    Ho, G.W.M.2
  • 32
    • 0021424916 scopus 로고
    • A simple element for static and dynamic response of beams with material and geometric nonlinearities
    • Yang, T. Y. and Saigal, S., A simple element for static and dynamic response of beams with material and geometric nonlinearities. International Journal of Numerical Methods in Engineering, 1984, 20, 851-867.
    • (1984) International Journal of Numerical Methods in Engineering , vol.20 , pp. 851-867
    • Yang, T.Y.1    Saigal, S.2
  • 33
    • 0021313475 scopus 로고
    • Vibration analysis of frames with semi-rigid connections
    • Kawashima, S., Vibration analysis of frames with semi-rigid connections. Computers and Structures, 1984, 19, 85-92.
    • (1984) Computers and Structures , vol.19 , pp. 85-92
    • Kawashima, S.1
  • 34
    • 0028261316 scopus 로고
    • Vibration and modal analysis of steel frames with semi-rigid connec-tions
    • Chan, S. L., Vibration and modal analysis of steel frames with semi-rigid connec-tions. Engineering Structures, 1994, 16(1), 25-31.
    • (1994) Engineering Structures , vol.16 , Issue.1 , pp. 25-31
    • Chan, S.L.1
  • 35
    • 0022134280 scopus 로고
    • Calibrating frames
    • Vogel, U., Calibrating frames. Stahlbau, 1985, 54, 295-301.
    • (1985) Stahlbau , vol.54 , pp. 295-301
    • Vogel, U.1
  • 36
    • 0026415504 scopus 로고
    • Simplified second-order inelastic analysis for steel frames
    • Mashary, F. A. and Chen, W. F., Simplified second-order inelastic analysis for steel frames. The Structural Engineer, 1991, 69(23), 395-399.
    • (1991) The Structural Engineer , vol.69 , Issue.23 , pp. 395-399
    • Mashary, F.A.1    Chen, W.F.2
  • 37
    • 0026692336 scopus 로고
    • European calibration frames for second-order inelastic analysis
    • Tomo, S. and Chen, W. F., European calibration frames for second-order inelastic analysis. Engineering Structures, 1992, 14(1), 7-14.
    • (1992) Engineering Structures , vol.14 , Issue.1 , pp. 7-14
    • Tomo, S.1    Chen, W.F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.