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Volumn 78, Issue 1, 2000, Pages 93-110

Hysteretic connection element and its applications

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTER SIMULATION; CYCLIC LOADS; DEGRADATION; ENERGY DISSIPATION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; HYSTERESIS; STIFFNESS; STRENGTH OF MATERIALS;

EID: 0034326066     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(00)00070-5     Document Type: Article
Times cited : (14)

References (16)
  • 2
    • 0030164715 scopus 로고    scopus 로고
    • Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading
    • Bernuzzi C., Zandonini R., Zanon P. Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading. J Construct Steel Res. 38(2):1996;95-123.
    • (1996) J Construct Steel Res , vol.38 , Issue.2 , pp. 95-123
    • Bernuzzi, C.1    Zandonini, R.2    Zanon, P.3
  • 4
    • 0011224062 scopus 로고    scopus 로고
    • Low cycle behaviour of isolated bolted Tee stubs and extended end plate connections
    • Ancona, Italy
    • Bursi OS, Galvani M. Low cycle behaviour of isolated bolted Tee stubs and extended end plate connections. Proceedings of Italian Conference on Steel Constructions, Ancona, Italy, 1997. p. 110-21.
    • (1997) Proceedings of Italian Conference on Steel Constructions , pp. 110-121
    • Bursi, O.S.1    Galvani, M.2
  • 5
    • 0031257835 scopus 로고    scopus 로고
    • Finite element analysis to predict the cyclic hysteretic behaviour and failure of end-plate connections
    • Kukreti A.R., Biswas P. Finite element analysis to predict the cyclic hysteretic behaviour and failure of end-plate connections. Comput Struct. 65(1):1997;127-147.
    • (1997) Comput Struct , vol.65 , Issue.1 , pp. 127-147
    • Kukreti, A.R.1    Biswas, P.2
  • 6
    • 21744439874 scopus 로고    scopus 로고
    • Ductility and load carrying capacity prediction of steel beam-to-column connections under cyclic reversal loading
    • Bernuzzi C., Calado L., Castiglioni C.A. Ductility and load carrying capacity prediction of steel beam-to-column connections under cyclic reversal loading. J Earthquake Engng. 1(2):1997;401-432.
    • (1997) J Earthquake Engng , vol.1 , Issue.2 , pp. 401-432
    • Bernuzzi, C.1    Calado, L.2    Castiglioni, C.A.3
  • 7
    • 0004007192 scopus 로고
    • Report No UCB/ EERC-95/03, Earthquake Engineering Research Center, University of California, Berkeley
    • Stojadinović B, Thewalt CR. Upgrading bridge outrigger knee joint systems. Report No UCB/ EERC-95/03, Earthquake Engineering Research Center, University of California, Berkeley, 1995.
    • (1995) Upgrading Bridge Outrigger Knee Joint Systems
    • Stojadinović, B.1    Thewalt, C.R.2
  • 8
    • 79955064365 scopus 로고
    • Analysis of flexibly connected frames under non-proportional loading
    • In: Bjorhovde R, et al., editors American Institute of Steel Construction
    • Huang J, Morris G. Analysis of flexibly connected frames under non-proportional loading. In: Bjorhovde R, et al., editors. Connections in steel structures II: behaviour, strength and design. American Institute of Steel Construction, 1991.
    • (1991) Connections in Steel Structures II: Behaviour, Strength and Design
    • Huang, J.1    Morris, G.2
  • 12
    • 0000314252 scopus 로고
    • Versatile elastic-plastic stress-strain formula
    • Richard RM, Abbott BJ. Versatile elastic-plastic stress-strain formula. Proc ASCE. J Engng Mech Div 1975;101(EM4):511-5.
    • (1975) Proc ASCE. J Engng Mech Div , vol.101 , Issue.EM4 , pp. 511-515
    • Richard, R.M.1    Abbott, B.J.2
  • 13
    • 85031559761 scopus 로고    scopus 로고
    • A hysteresis model embodying pinching and deterioration. I: fundamentals
    • March, submitted for publication
    • Deng CG, Bursi OS, Zandonini R. A hysteresis model embodying pinching and deterioration. I: Fundamentals. J Engng Mech ASCE March, 1999, submitted for publication.
    • (1999) J Engng Mech ASCE
    • Deng, C.G.1    Bursi, O.S.2    Zandonini, R.3
  • 14
    • 85031568196 scopus 로고    scopus 로고
    • Bolted end plate beam-to-column joints and component parts. I: Hysteretic behavior
    • submitted for publication
    • Bursi OS, Deng CG, Zandonini R. Bolted end plate beam-to-column joints and component parts. I: hysteretic behavior. J Struct Engng ASCE, submitted for publication.
    • J Struct Engng ASCE
    • Bursi, O.S.1    Deng, C.G.2    Zandonini, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.