Research of co-operation of multistory buildings as elements of the system «foundation - foundation - constructions» at the static and dynamic loadings

Authors

  • I. P. Boiko Kyiv National University of Construction and Architecture
  • V. O. Sakharov Kyiv National University of Construction and Architecture

Abstract

The article provides a comparative analysis of several computing models used for the eigenvalue and oscillation form analysis of the system “soil base – foundation – overhead constructions”. It contains results of the stress-strain state estimation of the actual multi-story building design in the seismically active area and shows one of the anti-seismic measure construction design for multi-story buildings. Analysis was performed according to the requirements listed in the construction code DBN V.1.1- 12:2006 using an automated system of the scientific research (ASSR) “VESNA” and ASSR “SCAD”.

Author Biographies

I. P. Boiko, Kyiv National University of Construction and Architecture

Professor, Head of bases and foundations

V. O. Sakharov, Kyiv National University of Construction and Architecture

Ph.D., assistant professor of foundations and foundations

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How to Cite

[1]
I. P. Boiko and V. O. Sakharov, “Research of co-operation of multistory buildings as elements of the system «foundation - foundation - constructions» at the static and dynamic loadings”, СучТехнБудів, vol. 6, no. 1, pp. 53–59, Jun. 2009.

Issue

Vol. 6 No. 1 (2009)

Section

SOIL MECHANICS AND FOUNDATIONS

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