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Volumn 651, Issue , 2013, Pages 143-147

A trilinear model for m - θ curves of semi-rigid end-plate connections

Author keywords

Curve; End plate connections; M ; Semi rigid; Trilinear model

Indexed keywords

ADVANCED STEELS; BEAM - COLUMN CONNECTION; CURVE; EASE-OF-USE; END PLATE CONNECTIONS; SEMI-RIGID; SEMIRIGID CONNECTIONS; SIMPLIFIED CALCULATION METHOD; STRUCTURE ENGINEERING; TRI-LINEAR MODELS;

EID: 84873736042     PISSN: 10226680     EISSN: None     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMR.651.143     Document Type: Conference Paper
Times cited : (5)

References (9)
  • 2
    • 0030288558 scopus 로고    scopus 로고
    • Modeling for moment-rotation characteristics for end plate connections [J]
    • Shi, YJ, Chan, SL, Wong, YL, Modeling for moment-rotation characteristics for end plate connections [J], Journal of Structural Engineering,ASCE, 1996, 122(11), 1300-1306.
    • (1996) Journal of Structural Engineering,ASCE , vol.122 , Issue.11 , pp. 1300-1306
    • Shi, Y.J.1    Chan, S.L.2    Wong, Y.L.3
  • 3
    • 80054822575 scopus 로고    scopus 로고
    • Parametric analysis of steel bolted flush end plate beam splice connections using finite element modeling
    • Mohamadi-Shoore, M.R. and Mofid, M. Parametric analysis of steel bolted flush end plate beam splice connections using finite element modeling, Journal of Constructional Steel Research, (2008).
    • (2008) Journal of Constructional Steel Research
    • Mohamadi-Shoore, M.R.1    Mofid, M.2
  • 4
    • 84873740265 scopus 로고    scopus 로고
    • Design of Steel Structures-Part 1.8
    • prEN 1993-1-8 Eurocode 3
    • prEN 1993-1-8 Eurocode 3:Design of Steel Structures-Part 1.8:Design of Joints[S],2003.
    • (2003) Design of Joints[S]
  • 9
    • 3042814398 scopus 로고    scopus 로고
    • Bolted end-plate connection of steel structure [J]
    • Li Shao-fu, Bolted end-plate connection of steel structure [J], Building Structure, 1998, 8:24-26.
    • (1998) Building Structure , vol.8 , pp. 24-26
    • Shao-fu, L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.