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Computation of stresses in concrete gravity dam under seismic loading through ANN and FEM

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Computation of Stresses in Concrete Gravity Dam Under Seismic Loading Through ANN and FEM Procedia Engineering 173 ( 2017 ) 1779 – 1783 Available online at www sciencedirect com 1877 7058 © 2017 The A[.]

Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 173 (2017) 1779 – 1783 # +    ,'%  '   + -#  +   /% )     '  %    #% # $00   1 - -# ,2&3 - +'* $ &                  !""!                   !""!     + # %'  $) 0% 04 $00       ) ) 2%4  ) # %%  5%        #      '  %  #2%4   "# % 4  6 %7      #    )  1 ))  '   ) %   %  #    )   ) % , )    ) %        %)%' %  # %' 8  6 %7   )  #2%4  "# % #  5  &' ) #    # %% # # # %'   % %   © 2017 The Authors Published by Elsevier Ltd This is an open access article under the CC BY-NC-ND license !   "# $%# %&# &'  ( (http://creativecommons.org/licenses/by-nc-nd/4.0/)  %   &' ) #   *  ) +   Peer-review under responsibility of the organizing committee of Implast 2016 #$ % $) 0% 049 /  :' 89 #2%4      /  '     ) #  #' %% ##     %#  ' #    #  # 5  ) 5 %    2%      "#'  ' &% ) %      )  ;  # %' )      ) # % ) )%  )  #2%4 /  '   '  %%   %  #2%4 %   ' %  &    '      #) # &# )   ' %   5 %  #2%4  # &   )    3 /  %# "? @== A B B & % 2&%AC  1877-7058 © 2017 The Authors Published by Elsevier Ltd This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/) Peer-review under responsibility of the organizing committee of Implast 2016 doi:10.1016/j.proeng.2016.12.218 1780 Saqib and Imteyaz Ansari / Procedia Engineering 173 (2017) 1779 – 1783 "# '     )   '   #2%4    5 %&D - ' #  % %    # &# )      ) E# %#  #%  %%  %&D   #2%4 4    %   4  #     # )%     ) #        # )%   % )    #  "#    # )%   % )    # 5    %  )    #     % # 4 "#)  )    &'      # )'   )  %    #2%4 "#   )F &   #     &# )   '  &% #' 2% %# %   "  # &  # # %  %  ) #    ) %#  %% G  ) #     # %   %  ) # %%F    #  %   0% 4  )   6 % # 2%  % ) %& ) # #'   #     ##   ) &' #       5   %7  +  %    5  )%   ##   '       %& )  %     ' % 4 

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