FEATURES OF METHOD OF VARIABLE COEFFICIENTS OF INFLEXIBILITY OF FOUNDING AT CALCULATION OF BUILDING ON PLIABLE FOUNDING

Authors

  • Ya. I. Chervynskyi State Enterprise "Scientific-Research Institute of Building Structures"

Abstract

Described main principles of structure calculation method, that includes variable stiffness of foundation bed. Method of variable stiffness coefficients allows to take into account nonlinear-nonelastic deformation of soil and free deformations of contact surface of foundation bed, and also allow to execute calculation of "building-foundation" installation. This allow to take into account deformation features of soils, that have special characteristics.

Author Biography

Ya. I. Chervynskyi, State Enterprise "Scientific-Research Institute of Building Structures"

Candidate tehnycheskyh Sciences, zaveduyuschyy of department Status of research commissioned and tehnycheskoho hydrotehnycheskyh sooruzhenyy

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How to Cite

[1]
Y. I. Chervynskyi, “FEATURES OF METHOD OF VARIABLE COEFFICIENTS OF INFLEXIBILITY OF FOUNDING AT CALCULATION OF BUILDING ON PLIABLE FOUNDING”, СучТехнБудів, vol. 10, no. 1, pp. 76–83, Jun. 2011.

Issue

Vol. 10 No. 1 (2011)

Section

SOIL MECHANICS AND FOUNDATIONS

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