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Volumn 65, Issue 5, 2009, Pages 1130-1137

Simplified nonlinear progressive collapse analysis of welded steel moment frames

Author keywords

Catenary action; Dynamic; Finite element analysis; Progressive collapse; Simplified methods; Steel moment frames

Indexed keywords

CONCRETE BEAMS AND GIRDERS; METAL ANALYSIS; METHOD OF MOMENTS; NONLINEAR ANALYSIS; ROTATION; STEEL; WELDING;

EID: 61449253020     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.10.008     Document Type: Article
Times cited : (94)

References (21)
  • 2
    • 61449229423 scopus 로고    scopus 로고
    • AISC. Seismic provisions for structural steel buildings. ANSI/AISC 341-05. Chicago (IL). 2005
    • AISC. Seismic provisions for structural steel buildings. ANSI/AISC 341-05. Chicago (IL). 2005
  • 5
    • 33750137156 scopus 로고    scopus 로고
    • Practical means for energy-based analyses of disproportionate collapse potential
    • Dusenberry D.O., and Hamburger R.O. Practical means for energy-based analyses of disproportionate collapse potential. Journal of Performance of Constructed Facilities 20 4 (2006) 336-348
    • (2006) Journal of Performance of Constructed Facilities , vol.20 , Issue.4 , pp. 336-348
    • Dusenberry, D.O.1    Hamburger, R.O.2
  • 6
    • 61449106760 scopus 로고    scopus 로고
    • Robustness in steel framing systems
    • MU-CEEN-SE-07-01. Chicago IL, American Institute of Steel Construction;
    • Foley CM, Martin K, Schneeman CL. Robustness in steel framing systems. Marquette university research report MU-CEEN-SE-07-01. Chicago (IL): American Institute of Steel Construction; 2007
    • (2007) Marquette university research report
    • Foley, C.M.1    Martin, K.2    Schneeman, C.L.3
  • 8
    • 61449145669 scopus 로고    scopus 로고
    • Simple nonlinear static analysis procedure for progressive collapse evaluation
    • AISC
    • Guo W, Gilsanz R. Simple nonlinear static analysis procedure for progressive collapse evaluation. In: Proceedings of blast and progressive collapse symposium. AISC. 2003. p. 97-106
    • (2003) Proceedings of blast and progressive collapse symposium , pp. 97-106
    • Guo, W.1    Gilsanz, R.2
  • 9
    • 61449152089 scopus 로고    scopus 로고
    • Gupta A, Krawinkler H. Seismic demands for performance evaluation of steel moment resisting frame structures. John A. Blume Earthquake Engrg. Ctr. rep. no. 132. Stanford (CA): Dept. of Civ. Engrg., Stanford University; 1999
    • Gupta A, Krawinkler H. Seismic demands for performance evaluation of steel moment resisting frame structures. John A. Blume Earthquake Engrg. Ctr. rep. no. 132. Stanford (CA): Dept. of Civ. Engrg., Stanford University; 1999
  • 10
    • 58149188356 scopus 로고    scopus 로고
    • Design of steel structures for blast-related progressive collapse resistance
    • American Institute of Steel Construction. March
    • Hamburger RO, Whittaker AS. Design of steel structures for blast-related progressive collapse resistance. Modern Steel Construction. American Institute of Steel Construction. March 2005
    • (2005) Modern Steel Construction
    • Hamburger, R.O.1    Whittaker, A.S.2
  • 13
    • 61449116993 scopus 로고    scopus 로고
    • Hwang S-Y, Moon T-S, Sun B-T. A study on the strength of H shaped steel beams. In: Proceeding of 1984 autumn conference. Architectural Institute of Korea; 1984. 4 (2). p. 201-4 [in Korean]
    • Hwang S-Y, Moon T-S, Sun B-T. A study on the strength of H shaped steel beams. In: Proceeding of 1984 autumn conference. Architectural Institute of Korea; 1984. 4 (2). p. 201-4 [in Korean]
  • 14
    • 0036575150 scopus 로고    scopus 로고
    • Steel moment frames: Resolution of recent seismic detailing and material shape issues
    • Iwankiw N., and Zoruba S. Steel moment frames: Resolution of recent seismic detailing and material shape issues. Journal of Constructional Steel Research 58 5 (2002) 495-510
    • (2002) Journal of Constructional Steel Research , vol.58 , Issue.5 , pp. 495-510
    • Iwankiw, N.1    Zoruba, S.2
  • 15
    • 41549146600 scopus 로고    scopus 로고
    • Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework
    • Izzuddin B.A., Vlassis A.G., Elghazouli A.Y., and Nethercot D.A. Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework. Engineering Structures 30 5 (2008) 1308-1318
    • (2008) Engineering Structures , vol.30 , Issue.5 , pp. 1308-1318
    • Izzuddin, B.A.1    Vlassis, A.G.2    Elghazouli, A.Y.3    Nethercot, D.A.4
  • 17
    • 34247237838 scopus 로고    scopus 로고
    • Collapse behavior of steel special moment resisting frame connections
    • Khandelwal K., and El-Tawil S. Collapse behavior of steel special moment resisting frame connections. Journal of Structural Engineering 133 5 (2007) 646-655
    • (2007) Journal of Structural Engineering , vol.133 , Issue.5 , pp. 646-655
    • Khandelwal, K.1    El-Tawil, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.