THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"

Cover Page

Abstract


An improved method of numerical finite-element modeling of concrete structures built on nonrock foundations is provided. The dimensions of the modeled fragment reason to the depth limit of the compressible foundations strata. The increase in deformation modulus of the foun- dations strata with an increase in the depth of the soil layers is taken into account

O D Rubin

Email: info@niies.ru

P V Shestopalov

Email: info@ighrus.com

Views

Abstract - 58

PDF (Russian) - 101


Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings