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Volumn , Issue , 2002, Pages 241-246

Finite elements with artificial intelligence

Author keywords

[No Author keywords available]

Indexed keywords

ARTIFICIAL INTELLIGENCE; BOUNDARY VALUE PROBLEMS; CODES (SYMBOLS); CONDITION MONITORING; GEOMECHANICS; NUMERICAL MODELS; OFFSHORE OIL WELL PRODUCTION; OFFSHORE STRUCTURES; RISK ASSESSMENT;

EID: 84986188718     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c35     Document Type: Conference Paper
Times cited : (16)

References (13)
  • 1
    • 0028443280 scopus 로고
    • Rheological model and finite element analysis of jointed rock masses reinforced by passive fully-grouted bolts
    • Chen, S.H. & Pande, G.N. 1994. Rheological model and finite element analysis of jointed rock masses reinforced by passive fully-grouted bolts. Int. J. Rock Mech. Min. Sci.& Geomech. Abstr. 31(3):273–277.
    • (1994) Int. J. Rock Mech. Min. Sci.& Geomech. Abstr , vol.31 , Issue.3 , pp. 273-277
    • Chen, S.H.1    Pande, G.N.2
  • 4
    • 0030296213 scopus 로고    scopus 로고
    • Numerical modelling of brick masonry panels subject to lateral loadings
    • Lee, J.S., Pande, G.N., Middleton, J. & Kralj B. 1996. Numerical modelling of brick masonry panels subject to lateral loadings. Computers & Structures 61(4): 735–745.
    • (1996) Computers & Structures , vol.61 , Issue.4 , pp. 735-745
    • Lee, J.S.1    Pande, G.N.2    Middleton, J.3    Kralj, B.4
  • 5
    • 0028733796 scopus 로고
    • Investigation of backpropagation artificial neural networks in modeling the stress-strain behavior of sandstone rock
    • Piscataway NJ, editor
    • Millar, D. & Clarici E. 1994. Investigation of backpropagation artificial neural networks in modeling the stress-strain behavior of sandstone rock. In: Piscataway NJ, editor. Proc. 1994 IEEE International Conference on Neural Networks, IEEE Service Center. pp. 3326–3331.
    • (1994) Proc. 1994 IEEE International Conference on Neural Networks, IEEE Service Center , pp. 3326-3331
    • Millar, D.1    Clarici, E.2
  • 9
    • 0030567182 scopus 로고    scopus 로고
    • Constitutive modelling of concrete using a new failure criterion
    • Sankarasubramanian, G. & Rajasekaran, S. 1996. Constitutive modelling of concrete using a new failure criterion. Computers & Structures 58(5): 1003–1014.
    • (1996) Computers & Structures , vol.58 , Issue.5 , pp. 1003-1014
    • Sankarasubramanian, G.1    Rajasekaran, S.2
  • 10
    • 0008337472 scopus 로고    scopus 로고
    • Constitutive relation modelling for soil using finite element-neural network hybrid algorithms
    • Yuan, editor, Rotterdam: Balkema
    • Wu, H.C. 1997, Constitutive relation modelling for soil using finite element-neural network hybrid algorithms. In: Yuan, editor. Computer Methods and Advances in Geomechanics. Rotterdam: Balkema. pp. 613–617.
    • (1997) Computer Methods and Advances in Geomechanics , pp. 613-617
    • Wu, H.C.1
  • 11
    • 0031139252 scopus 로고    scopus 로고
    • Numerical analysis of concrete fracture based on a homogenization technique
    • Xu, G. & Pietruszczak, S. 1997. Numerical analysis of concrete fracture based on a homogenization technique. Computers & Structures 63(3): 497–509.
    • (1997) Computers & Structures , vol.63 , Issue.3 , pp. 497-509
    • Xu, G.1    Pietruszczak, S.2
  • 12
    • 0026258606 scopus 로고
    • Application of neural network models to rock mechanics and rock engineering
    • Zhang, Q., Song, J.R. & Nie, X.Y. 1991.Application of neural network models to rock mechanics and rock engineering. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 28(6): 535–540.
    • (1991) Int. J. Rock Mech. Min. Sci. & Geomech. Abstr , vol.28 , Issue.6 , pp. 535-540
    • Zhang, Q.1    Song, J.R.2    Nie, X.Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.