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.

Downloads

Abstract views: 105

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

Metrics

Downloads

Download data is not yet available.

License

Authors who publish with this journal agree to the following terms:

  • Authors retain copyright and grant the journal right of first publication.
  • Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
  • Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).