Civil engineering

Analysis of influence of seismic load on high-rise building deformations depending on the number of floors

Authors

I. P. Boiko
Kyiv National University of Construction and Architecture ROR
V. O. Sakharov
Kyiv National University of Construction and Architecture ROR
H. V. Hetun
Kyiv National University of Construction and Architecture ROR
V. A. Melnyk
Kyiv National University of Construction and Architecture ROR

Abstract

The results of analysis of changes of construction stress-strain state with different number of floors under seismic loads are presented in the article. Calculations by the finite element method under direct time integration with Newmark scheme are made, taking into account damping. It is shown, that maximum building oscillations can appear under partial height of a building. This effect should be taken into consideration in designing the buildings.
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How to Cite

[1]
“Analysis of influence of seismic load on high-rise building deformations depending on the number of floors”, Вісник ВПІ, no. 6, pp. 16–20, Dec. 2013, Accessed: Oct. 06, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/998

Author Biographies

I. P. Boiko, Kyiv National University of Construction and Architecture
Head of Department of bases and foundations
V. O. Sakharov, Kyiv National University of Construction and Architecture
Assistant Professor, Department of bases and foundations
H. V. Hetun, Kyiv National University of Construction and Architecture
Assistant Professor, department of architectural designs
V. A. Melnyk, Kyiv National University of Construction and Architecture
PhD student, Department of architectural designs