PREDICTING THE BEHAVIOR OF PLATE-AND-PILE FIELD OF THЕ HIGH-RISE BUILDING BY NUMERICAL METHOD OF BOUNDARY ELEMENTS

Authors

  • Alla Morgun Vinnytsia National Technical University
  • Andriy Nitsevitch Vinnytsia National Technical University

Keywords:

boundary elements method

Abstract

Using the numerical method of boundary elements, settlement of the 16-storey monolithic brick building has been modeled and research results have been processed.

 

REFERENCES

1. Мангушев Р. А., Фадеев А. Б. Плитно-свайный фундамент для здания повышенной этажности // Основания, фундаменты и механика ґрунтов. – 2008. – № 1. – С. 15 – 19.

2. Моргун А. С., Ніцевич А. В., Моргун І. М. Комп’ютерна технологія розрахунку пальового поля висотних будівель із збільшеним кроком паль // Вісник ВПІ. – 2007. – С. 21 – 25. 3. Готман Н.

З. Определение параметров свайного поля из забивных свай // Основания, фундаменты и механика ґрунтов. – 2003. – № 2. – С. 2 – 6.

Author Biographies

Alla Morgun, Vinnytsia National Technical University

Dc. Sc. (Eng.), Prof., Head of the Department of industrial and civil engineering

Andriy Nitsevitch, Vinnytsia National Technical University

Post-graduate student, Department of industrial and civil engineering

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Published

2015-12-02

How to Cite

[1]
A. Morgun and A. Nitsevitch, “PREDICTING THE BEHAVIOR OF PLATE-AND-PILE FIELD OF THЕ HIGH-RISE BUILDING BY NUMERICAL METHOD OF BOUNDARY ELEMENTS”, Works of VNTU, no. 2, Dec. 2015.

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Section

Civil Engineering

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