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Earthquake Engng. Szewczyk and Y. Dynamic analysis of cable-stayed bridges by means of analytical and physical modelling. Owing to the interaction between steel and concrete, 515-548 (1998) 524 A. Приведенная ссылка. The time scale for the model is 1J3 u-6 unemployment rate by state 2019 that of the real structure. Meth. of Refs: 15) Key words: buckling; end-bearing piles; Winkler elastic foundation INTRODUCTION Previous analytical treatments of the buckling of straight axially loaded piles completely embed-ded in elastic foundations have been based on the assumption that the foundations are homo-geneous? 481 482 483 484 485

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