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Volumn 25, Issue 9, 2003, Pages 1189-1197

Non-linear cyclic model of top and seat with web angle for steel beam-to-column conections

Author keywords

Bolts; Connections; Cyclic behaviour; Damage accumulation; Numerical modelling; Steel

Indexed keywords

COLUMNS (STRUCTURAL); CYCLIC LOADS; MATHEMATICAL MODELS; NUMERICAL METHODS; STEEL STRUCTURES; STRUCTURAL ANALYSIS;

EID: 0038345898     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(03)00067-1     Document Type: Article
Times cited : (18)

References (10)
  • 1
    • 0343699568 scopus 로고    scopus 로고
    • Behavior of simple connections in frames subjected to large lateral deflections
    • San Francisco, CA, Paper Reference: T158-5
    • Liu J, Astaneh-Asl A. Behavior of simple connections in frames subjected to large lateral deflections, Proceedings of the Structural Engineering World Wide, San Francisco, CA, 1998, Paper Reference: T158-5.
    • (1998) Proceedings of the Structural Engineering World Wide
    • Liu, J.1    Astaneh-Asl, A.2
  • 2
    • 0037894449 scopus 로고    scopus 로고
    • Seismic performance of bolted and riveted connections
    • FEMA-288, Report No. SAC-95-09, Sacramento, California, U.S.A
    • Leon RT. Seismic performance of bolted and riveted connections. In Program to reduce the earthquake hazards of steel moment frames structures, 1997, FEMA-288, Report No. SAC-95-09, Sacramento, California, U.S.A.
    • (1997) Program to Reduce the Earthquake Hazards of Steel Moment Frames Structures
    • Leon, R.T.1
  • 5
    • 85031155617 scopus 로고    scopus 로고
    • Experimental behaviour of steel beam-to-column joints: Fully welded vs bolted connections
    • Auckland, New Zealand, Paper no 2570/6/A
    • Calado L, Mele E. Experimental behaviour of steel beam-to-column joints: fully welded vs bolted connections, Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000, Paper no 2570/6/A.
    • (2000) Proceedings of the 12th World Conference on Earthquake Engineering
    • Calado, L.1    Mele, E.2
  • 6
    • 85031155351 scopus 로고    scopus 로고
    • Design models for moment resisting steel constructions
    • San Francisco, CA, Paper Reference: T158-4
    • Roeder CW. Design models for moment resisting steel constructions. Proceedings of the Structural Engineering World Wide, San Francisco, CA, 1998, Paper Reference: T158-4.
    • (1998) Proceedings of the Structural Engineering World Wide
    • Roeder, C.W.1
  • 7
    • 0036678290 scopus 로고    scopus 로고
    • Stress-strain relationship for steel under uniaxial cyclic loadings
    • Calado L. Brito A. Stress-strain relationship for steel under uniaxial cyclic loadings Advances in Structural Engineering 5 3 2002 143-151
    • (2002) Advances in Structural Engineering , vol.5 , Issue.3 , pp. 143-151
    • Calado, L.1    Brito, A.2
  • 8
    • 0002552541 scopus 로고
    • Method of analysis for cyclically loaded R. C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending, Preliminary Report
    • Lisbon, Portugal
    • Menegotto M, Pinto P. Method of analysis for cyclically loaded R. C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending, Preliminary Report, Proceedings of the IABSE Symposium- International Association for Bridge and Structural Engineering, 1973, Vol. 13, Lisbon, Portugal.
    • (1973) Proceedings of the IABSE Symposium- International Association for Bridge and Structural Engineering , vol.13
    • Menegotto, M.1    Pinto, P.2
  • 10
    • 4243831317 scopus 로고    scopus 로고
    • Ph.D. Thesis (in Portuguese), Instituto Superior Técnico, Lisbon, Portugal
    • Proença JM. Seismic behaviour of precast structures, Ph.D. Thesis (in Portuguese), Instituto Superior Técnico, Lisbon, Portugal, 1996.
    • (1996) Seismic Behaviour of Precast Structures
    • Proença, J.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.