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Volumn 76, Issue 4, 2000, Pages 471-481

Analysis of structurally discontinuous reinforced concrete building frames using the ASI technique

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTER SIMULATION; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; REINFORCED CONCRETE; STRUCTURAL ANALYSIS;

EID: 0033749937     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(99)00122-4     Document Type: Article
Times cited : (28)

References (16)
  • 1
    • 0001465323 scopus 로고
    • A computer model for simulating progressive, largescale movement in blocky rock system
    • Cundall P.A. A computer model for simulating progressive, largescale movement in blocky rock system. Proceedings of the International Symposium on Rock Mechanics. II-8:1971;129-136.
    • (1971) Proceedings of the International Symposium on Rock Mechanics , vol.28 , pp. 129-136
    • Cundall, P.A.1
  • 7
    • 0343297253 scopus 로고
    • Demolition by controlled explosion as a dynamical process
    • Yarimer E. Demolition by controlled explosion as a dynamical process. Structures under Shock and Impact 1989, pp. 411-16.
    • (1989) Structures under Shock and Impact , pp. 411-416
    • Yarimer, E.1
  • 9
    • 0027623593 scopus 로고
    • Adaptively Shifted Integration technique for finite element collapse analysis of framed structures
    • Toi Y., Isobe D. Adaptively Shifted Integration technique for finite element collapse analysis of framed structures. International Journal for Numerical Methods in Engineering. 36:1993;2323-2339.
    • (1993) International Journal for Numerical Methods in Engineering , vol.36 , pp. 2323-2339
    • Toi, Y.1    Isobe, D.2
  • 10
    • 0342427731 scopus 로고
    • Adaptively Shifted Integration technique for nonlinear finite element analysis of framed structures
    • Toi Y, Isobe D, Adaptively Shifted Integration technique for nonlinear finite element analysis of framed structures. Proceedings of the Third World Congress on Computational Mechanics 1994;2:1682 - 83.
    • (1994) Proceedings of the Third World Congress on Computational Mechanics , vol.2 , pp. 1682-1683
    • Toi, Y.1    Isobe, D.2
  • 11
    • 0342427730 scopus 로고
    • Adaptively Shifted Integration technique for nonlinear finite element analysis of large-scale framed structures
    • Toi Y., Isobe D. Adaptively Shifted Integration technique for nonlinear finite element analysis of large-scale framed structures. Bulletin of Earthquake Resistant Structure Research Center. 27:1994;13-19.
    • (1994) Bulletin of Earthquake Resistant Structure Research Center , vol.27 , pp. 13-19
    • Toi, Y.1    Isobe, D.2
  • 12
    • 0030567167 scopus 로고    scopus 로고
    • Finite element analysis of quasi-static and dynamic collapse behaviors of framed structures by the adaptively shifted integration technique
    • Toi Y., Isobe D. Finite element analysis of quasi-static and dynamic collapse behaviors of framed structures by the adaptively shifted integration technique. Computers and Structures. 58:1996;947-955.
    • (1996) Computers and Structures , vol.58 , pp. 947-955
    • Toi, Y.1    Isobe, D.2
  • 13
    • 0026169591 scopus 로고
    • Shifted Integration technique in one-dimensional plastic collapse analysis using linear and cubic finite elements
    • Toi Y. Shifted Integration technique in one-dimensional plastic collapse analysis using linear and cubic finite elements. International Journal for Numerical Methods in Engineering. 31:1991;1537-1552.
    • (1991) International Journal for Numerical Methods in Engineering , vol.31 , pp. 1537-1552
    • Toi, Y.1
  • 14
    • 0003474648 scopus 로고
    • Englewood Cliffs, NJ: Prentice Hall
    • Bathe K.J. Finite element procedures. 1995;565-566 Prentice Hall, Englewood Cliffs, NJ.
    • (1995) Finite Element Procedures , pp. 565-566
    • Bathe, K.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.