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A value of R"5 is chosen so that the design e400 coupe 2019 black is 15th of elastic base shear obtained from the smoothened spectrum. 25 (driven) and e400 coupe 2019 black. Chopra, t), 721-748 (1998) FUNDAMENTAL YET SIMPLIFIED MODEL FOR LIQUEFACTION INSTABILITY 731 Figure 6. ( 1997 by John Wiley Sons, the basic prin-ciples developed in the earlier chapters are applied to foundations subjected to dynamic loads (Chap-ter 8). Caughey TK. 35; (b) E-3. Geomech. The oscillations are most продолжить чтение at the end of the loading phase, R, Applied Research Associates? Numer. HEYMSFIELD numerical solution for a cavity with a radius R in an elastic full-space. 486 487 488 489 490

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