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
  • V. O. Sakharov Kyiv National University of Construction and Architecture
  • H. V. Hetun Kyiv National University of Construction and Architecture
  • V. A. Melnyk Kyiv National University of Construction and Architecture

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.

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

References

1. ДБН В.1.1-12:2006. Строительство в сейсмических регионах Украины / Минстрой Украины. — К. : Минстрой Ук-
раины, 2006.
2. Метод конечных элементов в механике твердых тел / Под ред. А. С. Сахарова, И. Альтенбаха. — К. : Вища школа,
1982; Лейпциг : ФЕБ Файхбухферлаг, 1982. — 80 с.
3. ДБН В.2.2-24:2009. Проектирование высотных жилых и гражданских зданий / Минрегионстрой Украины. — К. :
Минрегионстрой Украины, 2009.
4. Гетун Г. В. Дослідження впливу сейсмоізоляції на напружено-деформований стан висотної будівлі під дією сей-
смічних навантажень / Г. В. Гетун, В. О. Сахаров, В. А. Мельник // Світ геотехніки. — 2013. — Вип. 2. — С. 18—23.
5. Бирбраер А. Н. Расчет конструкций на сейсмостойкость. — СПб. : Наука, 1998. — 255 с., ил.70.
6. Строительная механика. Динамика и устойчивость сооружений / [А. Ф. Смирнов, А. В. Александров, Б. Я. Лаще-
ников, Н. Н. Шапошников]. — М. : Стройиздат, 1984. — 416 с.
7. John Lysmer and R. L. Kuhlemeyer, Finite Dynamic Model for Infinite Media, Proc. ASCE, Vol. 95, No.EM4, 1969,
August.

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How to Cite

[1]
I. P. Boiko, V. O. Sakharov, H. V. Hetun, and V. A. Melnyk, “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.

Issue

No 6 (2013)

Section

Civil engineering

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