FIELD OPTIMIZATION OF HIGH RISE FAWN 9-STOREY BUILDING THE NUMERICAL BOUNDARY ELEMENT METHOD

Authors

  • A. S. Morhun Vinnytsia National Technical University
  • V. O. Popov Vinnytsia National Technical University
  • O. V. Ben Vinnytsia National Technical University
  • E. Shults Vinnytsia National Technical University

Abstract

The article describes the modern method of determining the bearing capacity of the pile
foundation structure of the field of the building using a numerical method and boundary element solutions
R. Mindl to move in the half. The calculations take into account the mutual influence of the active zones
adjacent piles.
In this work the optimization of the pile field building.
A comparison between the two options of design decisions made to meet the requirements on the
economic costs of basic building materials.

Author Biographies

A. S. Morhun, Vinnytsia National Technical University

Dr. Professor, Head of Department of Industrial and Civil Engineering

V. O. Popov, Vinnytsia National Technical University

Ph.D. assistant professor of Department of Industrial and Civil Engineering

O. V. Ben, Vinnytsia National Technical University

Student

E. Shults, Vinnytsia National Technical University

Student

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Published

2023-04-20

How to Cite

[1]
A. S. Morhun, V. O. Popov, O. V. Ben, and E. Shults, “FIELD OPTIMIZATION OF HIGH RISE FAWN 9-STOREY BUILDING THE NUMERICAL BOUNDARY ELEMENT METHOD”, СучТехнБудів, vol. 15, no. 2, pp. 61–66, Apr. 2023.

Issue

Vol. 15 No. 2 (2013)

Section

SOIL MECHANICS AND FOUNDATIONS

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License

Copyright (c) 2023 А. С. Моргун, В. О. Попов, О. В. Бень, Е. Шульц

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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