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Volumn 43, Issue 11-12, 2007, Pages 879-887

3-D pushover analysis of a collapsed reinforced concrete chimney

Author keywords

Chimney; Failure; Finite element; Nonlinear 3 D pushover analysis

Indexed keywords

CHIMNEYS; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; FINITE ELEMENT METHOD; REINFORCED CONCRETE;

EID: 34548210568     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2007.05.005     Document Type: Article
Times cited : (23)

References (12)
  • 1
    • 34548272317 scopus 로고    scopus 로고
    • P.L. Gould, W. Huang, R. Martinez, G.S. Johnson, Investigation of the collapse of a heater stack during the Izmit (Kocaeli) Turkey earthquake of August 17, 1999, in: Proceedings of the 7th US National Conference on Earthquake Engineering, Boston, MA, July 2002. Also presented in: Proceedings of the 12th European Conference on Earthquake Engineering, London, UK, September 2002.
  • 2
    • 34548258471 scopus 로고    scopus 로고
    • P.L. Gould, W. Huang, G.S. Johnson, Nonlinear analysis of a collapsed stack, in: Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, British Columbia, Canada, August 2004.
  • 4
    • 34548224892 scopus 로고    scopus 로고
    • G.I. Schuëller, H.J. Pradlwarter, Estimation of the evolutionary process of strong nonstationary earthquake records, in: Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, vol. 2, 1988, pp. 777-782.
  • 5
    • 0000292320 scopus 로고    scopus 로고
    • Push-over analysis procedure in earthquake engineering
    • Kim S., and D' Amore E. Push-over analysis procedure in earthquake engineering. Earthquake Spectra 15 3 (1999) 427-434
    • (1999) Earthquake Spectra , vol.15 , Issue.3 , pp. 427-434
    • Kim, S.1    D' Amore, E.2
  • 6
    • 0032040715 scopus 로고    scopus 로고
    • Pros and cons of a pushover analysis of seismic performance evaluation
    • Krawinkler H., and Seneviratna G.D.P.K. Pros and cons of a pushover analysis of seismic performance evaluation. J. Eng. Struct. 20 4-6 (1998) 452-464
    • (1998) J. Eng. Struct. , vol.20 , Issue.4-6 , pp. 452-464
    • Krawinkler, H.1    Seneviratna, G.D.P.K.2
  • 7
    • 34548285572 scopus 로고    scopus 로고
    • R.S. Lawson, V. Vance, H. Krawinkler, Nonlinear static pushover analysis-Why, when and how?, in: Proceedings of the 5th US Conference on Earthquake Engineering, Chicago, IL, vol. 1, 1994, pp. 283-292.
  • 8
    • 34548256520 scopus 로고    scopus 로고
    • ATC-40, Seismic Analysis and Retrofit of Concrete Buildings, vol. 1, Applied Technology Council, Redwood City, CA, November 1996.
  • 9
    • 34548206912 scopus 로고    scopus 로고
    • W. Huang, Nonlinear analysis of a collapsed reinforced concrete chimney, Doctoral Thesis, Washington University, Saint Louis, MO, May 2005.
  • 10
    • 0036498291 scopus 로고    scopus 로고
    • A modal pushover analysis procedure for estimating seismic demands for buildings
    • Chopra A.K., and Goel R.K. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Eng. Struct. Dyn. 31 (2002) 561-582
    • (2002) Earthquake Eng. Struct. Dyn. , vol.31 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 11
    • 34548227564 scopus 로고    scopus 로고
    • A.G. Ayala, E.A. Travera, A new approach for the evaluation of the seismic performance of asymmetric buildings, in: Proceedings of the 7th US National Conference on Earthquake Engineering, Boston, MA, July 2002 (CD-ROM).


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.