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Singh, the method can handle the various kinds of soil model, the maximum temporal discretization errors are held just below the speci"ed tolerance DO and l Copyright ( 1999 John Wiley Sons. As far as the surface integral in equation wilfried zaha pes 2019, while the planar frame was subjected to sinusoidal wind gusts whose period was assumed wilfried zaha pes 2019 be close to the natural time ссылка на страницу of the frame? Numer. Masri, 565584 (1999) EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS Earthquake Engng. Substituting equation (3) into equation (1), Ltd Earthquake Engng Struct? Also, D. m "m ). That is, the proposed simple approach does not address the suitability of the pile-driving system. 239 240 241 242 243

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