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Volumn 37, Issue 4, 2012, Pages 921-933

Improved Applied Element Simulation of RC and Composite Structures Under Extreme Loading Conditions

Author keywords

Crack propagation; Failure; Improved applied element method; Multi layered element; Progressive collapse

Indexed keywords


EID: 84861497257     PISSN: 2193567X     EISSN: 21914281     Source Type: Journal    
DOI: 10.1007/s13369-012-0237-y     Document Type: Article
Times cited : (12)

References (18)
  • 1
    • 77952474642 scopus 로고    scopus 로고
    • A new method for progressive collapse analysis of RC frames under blast loading
    • Shi Y., Li Z.-X., Hao H.: A new method for progressive collapse analysis of RC frames under blast loading. Eng. Struct. 32(6), 1691-1703 (2010).
    • (2010) Eng. Struct. , vol.32 , Issue.6 , pp. 1691-1703
    • Shi, Y.1    Li, Z.-X.2    Hao, H.3
  • 3
    • 63649155950 scopus 로고    scopus 로고
    • Progressive collapse analysis of high-rise building with 3-D finite element modeling method
    • Fu F.: Progressive collapse analysis of high-rise building with 3-D finite element modeling method. J. Constr. Steel Res. 65(6), 1269-1278 (2009).
    • (2009) J. Constr. Steel Res. , vol.65 , Issue.6 , pp. 1269-1278
    • Fu, F.1
  • 4
    • 70349109078 scopus 로고    scopus 로고
    • Progressive failure of prestressed concrete sleepers under multiple high-intensity impact loads
    • Kaewunruen S., Remennikov A. M.: Progressive failure of prestressed concrete sleepers under multiple high-intensity impact loads. Eng. Struct. 31(10), 2460-2473 (2009).
    • (2009) Eng. Struct. , vol.31 , Issue.10 , pp. 2460-2473
    • Kaewunruen, S.1    Remennikov, A.M.2
  • 6
    • 41549114065 scopus 로고    scopus 로고
    • Progressive collapse of multi-storey buildings due to sudden column loss part II: application
    • Vlassis A. G., Izzuddin B. A., Elghazouli A. Y., Nethercot D. A.: Progressive collapse of multi-storey buildings due to sudden column loss part II: application. Eng. Struct. 30(5), 1424-1438 (2008).
    • (2008) Eng. Struct. , vol.30 , Issue.5 , pp. 1424-1438
    • Vlassis, A.G.1    Izzuddin, B.A.2    Elghazouli, A.Y.3    Nethercot, D.A.4
  • 7
    • 0037940036 scopus 로고    scopus 로고
    • Applied element simulation of RC structures under cyclic loading
    • Meguro K., Tagel-din H.: Applied element simulation of RC structures under cyclic loading. J. Struct. Eng. ASCE 127(1), 1295-1305 (2001).
    • (2001) J. Struct. Eng. ASCE , vol.127 , Issue.1 , pp. 1295-1305
    • Meguro, K.1    Tagel-Din, H.2
  • 8
    • 0034289463 scopus 로고    scopus 로고
    • Applied element method for simulation of nonlinear materials: theory and application for RC structures
    • Tagel-Din H., Meguro K.: Applied element method for simulation of nonlinear materials: theory and application for RC structures. Struct. Eng. Earthq. Eng. 17(2), 137-148 (2000).
    • (2000) Struct. Eng. Earthq. Eng. , vol.17 , Issue.2 , pp. 137-148
    • Tagel-Din, H.1    Meguro, K.2
  • 10
    • 84871869506 scopus 로고    scopus 로고
    • Numerical simulation of high-rise steel buildings using improved applied element method
    • Vancouver, B. C., Canada
    • Elkholy, S.; Meguro, K.: Numerical simulation of high-rise steel buildings using improved applied element method. In: 13th World Conference on Earthquake Engineering. Vancouver, B. C., Canada (2004).
    • (2004) 13th World Conference on Earthquake Engineering
    • Elkholy, S.1    Meguro, K.2
  • 13
    • 0034289520 scopus 로고    scopus 로고
    • Applied element method for dynamic large deformation analysis of structures
    • Tagel-Din H., Meguro K.: Applied element method for dynamic large deformation analysis of structures. Struct. Eng. Earthq. Eng. JSCE. 17(2), 215-224 (2000).
    • (2000) Struct. Eng. Earthq. Eng. JSCE. , vol.17 , Issue.2 , pp. 215-224
    • Tagel-Din, H.1    Meguro, K.2
  • 14
    • 84861525205 scopus 로고    scopus 로고
    • Numerical study of collapse behavior of steel buildings due to extremely high seismic load
    • Elkholy S., Meguro K.: Numerical study of collapse behavior of steel buildings due to extremely high seismic load. JSCE J. Earthq. Eng. 28, 1-8 (2005).
    • (2005) JSCE J. Earthq. Eng. , vol.28 , pp. 1-8
    • Elkholy, S.1    Meguro, K.2
  • 15
    • 84861495193 scopus 로고    scopus 로고
    • Advanced numerical approach to simulate the structural behavior of steel-framed buildings in fire
    • Tokyo, Japan
    • Elkholy, S.; Meguro, K.: Advanced numerical approach to simulate the structural behavior of steel-framed buildings in fire. In: Proceedings of the 7th International Summer Symposium (JSCE), Tokyo, Japan, pp. 65-68 (2005).
    • (2005) Proceedings of the 7th International Summer Symposium (JSCE) , pp. 65-68
    • Elkholy, S.1    Meguro, K.2
  • 16
    • 33749507632 scopus 로고    scopus 로고
    • Load-deflection behavior of RC beams strengthened with GFRP sheets subjected to different environmental conditions
    • Almusallam T. H. A.: Load-deflection behavior of RC beams strengthened with GFRP sheets subjected to different environmental conditions. J Cem. Concr. Compos. 28, 879-889 (2006).
    • (2006) J Cem. Concr. Compos. , vol.28 , pp. 879-889
    • Almusallam, T.H.A.1
  • 18
    • 8344285167 scopus 로고
    • An experimental study on energy absorption capacity of columns in reinforced concrete structures
    • Ohno, T.; Nishioka, T.: An experimental study on energy absorption capacity of columns in reinforced concrete structures. In: Proceedings of the JSCE, Structural Engineering/Earthquake Engineering, vol. 1(2), pp. 137-147 (1984).
    • (1984) Proceedings of the JSCE, Structural Engineering/Earthquake Engineering , vol.1 , Issue.2 , pp. 137-147
    • Ohno, T.1    Nishioka, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.