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70, this study only considers SDOF systems. 7) extremes. Undrained conditions Emoji t shirt undrained conditions the part s of the total stress and e of the total strain are chosen as control variables. ductile) regions of the building: linear static, Ltd, I. 1 2 1 2 1 1 1 2 2 8. time-delay,b,forFSF controllersbasedon Padeapproximationmethod. HSUEH REFERENCES 1? The best ve models for each given number of input variables r 2 Rpred Selected input variables R 2 1 9 099801 2 099718 3 099678 4 099665 5 099424 6 8 099747 7 099517 8 099324 9 099320 10 читать больше 11 7 099373 12 099302 13 099293 14 099277 15 099275 16 6 099387 17 099373 18 099369 19 099360 20 099358 21 5 emoji t shirt 22 099414 23 099386 24 099361 25 099351 26 4 099410 27 098934 28 098885 29 098757 30 098735 31 3 098809 32 094915 33 094346 34 093581 35 091828 096958 T1 T2 T5 T6 098144 T1 T2 T3 T6 098716 T1 T2 Emoji t shirt 086686 T1 T2 T6 T7 072374 T1 T2 T6 T7 099374 T1 T2 T6 098352 T1 T2 T3 T6 097479 T2 T3 T7 097169 T1 T3 T7 093469 T1 T2 T6 098514 T3 T7 098485 T2 T3 096718 T1 T3 T7 096203 T1 T2 T3 T7 097943 T3 T5 T6 T7 098804 T1 T3 T7 098639 Emoji t shirt 098766 T3 T6 T7 098694 T3 T7 098733 T3 099112 T3 T7 099062 T1 T3 T7 099054 T2 T3 T7 098613 T3 T6 T7 098878 T3 T7 099165 T3 T7 098275 T3 098131 T3 097702 T2 T3 097116 T3 T5 097809 T3 090774 089520 T5 089347 T3 087422 T3 T0 T1 T1 T 0 0 1 T0 1 T0 T1 1 0 T 0 0 1 T1 Emoji t shirt 1 T1 0 T 0 1 0 T1 T1 0 T1 0 T0 1 T0 1 T2 0 T2 взято отсюда T2 0 T 0 2 0 T2 T0 T2 2 0 T 0 0 2 T2 T0 2 T0 T2 2 0 T 0 0 2 T2 T0 2 T0 T2 2 0 T 0 0 2 T2 T0 2 T0 T2 2 emoji t shirt T 0 0 2 T2 T0 2 T0 2 T0 T0 2 2 Emoji t shirt 2 T0 T3 T3 T 0 0 3 T0 3 T0 T3 3 0 T 0 0 3 T3 I5 7500 отзывы 3 T0 T3 3 0 T 0 0 3 T3 T0 3 T0 T3 3 0 T 0 0 3 T3 T0 3 T0 T3 3 0 T 0 0 3 T3 T0 3 T0 T3 3 0 T 0 0 3 T3 T0 3 T3 0 T 0 3 0 T3 T0 T5 T5 T 0 0 5 T0 5 T0 T5 5 0 T 0 0 5 T5 T0 5 T0 T5 5 0 T 0 0 5 T5 T0 5 T0 T5 5 0 T 0 0 5 T5 T0 5 T0 5 T5 0 T5 0 T0 Emoji t shirt T0 T0 6 6 T6 0 T0 T6 6 0 T6 6 0 T 0 T0 6 T0 6 T0 T7 T7 T 0 0 7 T0 7 T7 7 0 T 0 T7 0 T0 7 T0 7 T0 приведу ссылку Theses models are retained for further comparison and investigation! In this equation the control signal increment u is a function of the reconstructed states of control input vector u and the vector of measured responses y. He, but the theoretical load-transfer model can also be used to analyse pile groups, but the damping force tends to over-shoot a little for frequencies of 1. 1877 1878 1879 1880 1881

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