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      A comparative study of numerical techniques applied to the non-linear dynamic response of a beam için kapak resmi
      1. 
      A comparative study of numerical techniques applied to the non-linear dynamic response of a beam
      by 
      Diamantopoulos, Petros, author.
      http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10867842
      Format: 
      Alıntı: 
      resources. Matrix formulation of a structural system in motion is described and its parameters presented in
      Moisture and Heavy Metal Stabilization for Coal Combustion Residuals Using Sodium Polyacrylate için kapak resmi
      2. 
      Moisture and Heavy Metal Stabilization for Coal Combustion Residuals Using Sodium Polyacrylate
      by 
      Annamraju, Sai Sahithi, author.
      http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10815936
      Format: 
      Alıntı: 
      (CCR) from electric utilities, methods to dewater the CCR impoundments, establish structural stability
      Algorithmic and modelling aspects of the discontinuous behaviour of structural masonry için kapak resmi
      3. 
      Algorithmic and modelling aspects of the discontinuous behaviour of structural masonry
      by 
      Stirling, Christopher Graham, author.
      http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10868199
      Format: 
      Alıntı: 
      stability of a discontinuous masonry structure. It has also been shown that an eigenvalue analysis can be
      Studies in agricultural field drainage in the Midlands of Scotland için kapak resmi
      4. 
      Studies in agricultural field drainage in the Midlands of Scotland
      by 
      Matkin, Elizabeth Anne, author.
      http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10868196
      Format: 
      Alıntı: 
      structural stability. Tentative limits were proposed for soil stability for secondary drainage treatments on