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Volumn 28, Issue 1, 2006, Pages 97-108

An effective component-based method to model semi-rigid connections for the global analysis of steel and composite structures

Author keywords

Component method; Modelling; Semi rigid connections; Steel and composite structures; Structural analysis

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; ELASTOPLASTICITY; ITERATIVE METHODS; MATHEMATICAL MODELS; RIGIDITY; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES; STRUCTURAL PANELS;

EID: 27744565036     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.08.001     Document Type: Article
Times cited : (75)

References (26)
  • 3
    • 0009543882 scopus 로고    scopus 로고
    • Partially restrained composite connections. Steel design guide series #8
    • AISC
    • R.T. Leon J.J. Hoffman T. Stager Partially restrained composite connections Steel design guide series #8 1996 AISC
    • (1996)
    • Leon, R.T.1    Hoffman, J.J.2    Stager, T.3
  • 4
    • 19044384150 scopus 로고    scopus 로고
    • Development of practical design methods for steel structures with semi-rigid connections
    • J.M. Cabrero E. Bayo Development of practical design methods for steel structures with semi-rigid connections Engineering Structures 27 8 2005 1125-1137
    • (2005) Engineering Structures , vol.27 , Issue.8 , pp. 1125-1137
    • Cabrero, J.M.1    Bayo, E.2
  • 6
    • 0003518392 scopus 로고    scopus 로고
    • Eurocode 3: Design of steel structures. Part 1.1: General rules and rules for buildings (prEN 1993-1-1)
    • CEN. stage 49 draft edition
    • CEN. Eurocode 3: Design of steel structures. Part 1.1: General rules and rules for buildings (prEN 1993-1-1), stage 49 draft edition. 2003
    • (2003)
  • 7
    • 33646680418 scopus 로고    scopus 로고
    • Eurocode 3: Design of steel structures. Part 1.8: Design of joints (prEN 1993-1-8)
    • CEN. stage 49 draft edition
    • CEN. Eurocode 3: Design of steel structures. Part 1.8: Design of joints (prEN 1993-1-8), stage 49 draft edition. 2003
    • (2003)
  • 8
    • 27744584325 scopus 로고    scopus 로고
    • Eurocode 4: Design of steel and concrete structures. Part 1.1: General rules and rules for buildings (prEN 1994-1-1)
    • CEN. stage 49 draft edition
    • CEN. Eurocode 4: Design of steel and concrete structures. Part 1.1: General rules and rules for buildings (prEN 1994-1-1), stage 49 draft edition. 2003
    • (2003)
  • 10
    • 0003725738 scopus 로고
    • Data base of steel column connections
    • Structural engineering report CE-STR-86-26. Tech. rep. Purdue University
    • Kishi N, Chen WF. Data base of steel column connections. Structural engineering report CE-STR-86-26. Tech. rep. Purdue University; 1986
    • (1986)
    • Kishi, N.1    Chen, W.F.2
  • 12
    • 0018153719 scopus 로고
    • Shear in beam-column joints in seismic design of steel frames
    • H. Krawinkler Shear in beam-column joints in seismic design of steel frames Engineering Journal, AISC 5 1978 82-90
    • (1978) Engineering Journal, AISC , vol.5 , pp. 82-90
    • Krawinkler, H.1
  • 15
    • 0003836757 scopus 로고    scopus 로고
    • Nonlinear static and cyclic analysis of steel frames with semi-rigid connections
    • Elsevier
    • S.L. Chan P.P.T. Chui Nonlinear static and cyclic analysis of steel frames with semi-rigid connections 2000 Elsevier
    • (2000)
    • Chan, S.L.1    Chui, P.P.T.2
  • 19
    • 27744435098 scopus 로고    scopus 로고
    • Eurocodes for composite structures. Structural steelwork Eurocodes development of a trans-national approach. Module 4: Joints
    • SSEDTA
    • SSEDTA. Eurocodes for composite structures. Structural steelwork Eurocodes development of a trans-national approach. Module 4: Joints. 2001
    • (2001)
  • 20
    • 0009478757 scopus 로고    scopus 로고
    • Mechanical modelling of semi-rigid joints for the analysis of framed steel and composite structures
    • R. Bjorhovde A. Colson R. Zandonini editors. Pergamon Trento (Italy)
    • F. Tschemmerneg G. Queiroz Mechanical modelling of semi-rigid joints for the analysis of framed steel and composite structures In: R. Bjorhovde A. Colson R. Zandonini editors. Connections in steel structures III: Behaviour, strength and design 1996 Pergamon Trento (Italy) 237-248
    • (1996) Connections in Steel Structures III: Behaviour, Strength and Design , pp. 237-248
    • Tschemmerneg, F.1    Queiroz, G.2
  • 22
    • 0022696489 scopus 로고
    • Analysis and behaviour of flexibly-jointed frames
    • E.M. Lui W.F. Chen Analysis and behaviour of flexibly-jointed frames Engineering Structures 8 2 1986 107-118
    • (1986) Engineering Structures , vol.8 , Issue.2 , pp. 107-118
    • Lui, E.M.1    Chen, W.F.2
  • 23
    • 0036501495 scopus 로고    scopus 로고
    • Post-limit stiffness and ductility of end-plate beam-to-column steel joints
    • L.Sh de Silva A. Santiago P.V. Real Post-limit stiffness and ductility of end-plate beam-to-column steel joints Computers & Structures 80 2002 515-531
    • (2002) Computers & Structures , vol.80 , pp. 515-531
    • de Silva, L.Sh.1    Santiago, A.2    Real, P.V.3
  • 25
    • 19044385379 scopus 로고    scopus 로고
    • Integration of the joint actual behaviour into the frame analysis and design process
    • M. Ivanyi C. Baniotopoulos editors. Springer Verlag
    • J.P. Jaspart Integration of the joint actual behaviour into the frame analysis and design process In: M. Ivanyi C. Baniotopoulos editors. Semi-rigid connections in structural steelwork 2000 Springer Verlag 103-166
    • (2000) Semi-rigid Connections in Structural Steelwork , pp. 103-166
    • Jaspart, J.P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.