Szukanie zaawansowane
   
 
Home Rejestracja FAQ Użytkownicy Grupy Galerie  
 
 

Forum Strona Główna Nasz button Jinshuitan measured seepage of the dam Summary _18
Wyświetl posty z ostatnich:   
       
Napisz nowy temat  Odpowiedz do tematu

Sob 14:37, 18 Gru 2010
Autor Wiadomość
nrzxfquxq
95%
95%



Dołączył: 13 Gru 2010
Posty: 557
Przeczytał: 0 tematów

Ostrzeżeń: 0/5
Skąd: England

Temat postu: Jinshuitan measured seepage of the dam Summary _18

,ugg boots sale
Jinshuitan measured seepage of the dam Summary


amcrestdisplacementwithdifferentelasticmodulusEl (GPa) GPa) △ 8m (mm) A ~ m (mm) △ 8m (mm) 20l55.83l2.63820304.1llO. 555.9325203.429_3l5. O225302. O56.623.1330251.3l5.282.643.3 data pre-processing of output data normalized so that E. ,tiffany deutschland, The network output (O, 1) interval, increasing the s function with gradient descent ll tends to zero, its method of data preprocessing is: y =-!. Mexico × o. 8 + o. 1 = i × o. 8 + o. 1 (where i = l, 2, j = l, 2,3),mbt calzature uomo, the results shown in Table 4. Table 4 training data Tab/e4Dataofleamingsamp ~ s network desired output network input YlPYb882D8O_366667O. 1ooOoo0.419435O. 9ooO000.572792O_366667O. 9ooO000.29788O. 753oo40.4265020.633333O_366667O. 249ll70.66537l0.362l9l0.633333O. 9ooO00O. 152297O. 4752650.228622O. 9OO000.633333O. 1Oo7070.3805650.1939933.4 network training and inversion samples in Table 4,p90x workout schedule, the input to the network for training, after repeated iterations objective function lxl0 a network, the trained network to return to operation, Table 5 for the network inversion results, and displacement by the normalization processing, the dam of concrete elastic modulus E. = 29.75GPa, the bedrock of the elastic modulus E = 26.29GPa. Use of such methods of observation points PL15401 intelligent back analysis, we can see the dam concrete elastic modulus E. = 28.96GPa, the bedrock of the elastic modulus E2 = 27.04GPa. Table 5 Network operating results Table5: Resultofnetworkingrun network input network output 88 known 8E1E2O. 1O. 3784450.192580.8868O. 7O224 Conclusion In this paper,UGG Schuhe, intelligent back analysis has been Geheyan concrete dam body and the elastic modulus of the bedrock, to a certain extent, reflect the physical parameters of concrete and rock. The method of evaluating the strength and stability of the dam, the dam operating conditions control, testing the correctness of the design to ensure the safe operation of the dam provides a reliable analysis of data, is of great significance. ■


Post został pochwalony 0 razy
 
Zobacz profil autora
      Do góry  
Napisz nowy temat  Odpowiedz do tematu

 
Możesz pisać nowe tematy
Możesz odpowiadać w tematach
Nie możesz zmieniać swoich postów
Nie możesz usuwać swoich postów
Nie możesz głosować w ankietach


      Do góry  

Strona 1 z 1
Skocz do:  
fora.pl - załóż własne forum dyskusyjne za darmo
Powered by phpBB © 2001, 2002 phpBB Group
Avalanche style by What Is Real © 2004
             
Regulamin