МОДЕЛЮВАННЯ СТАЛЕБЕТОННОГО ПЕРЕКРИТТЯ ПО ПРОФНАСТИЛУ ДЛЯ ОЦІНКИ НАДІЙНОСТІ ТА ЕФЕКТИВНОСТІ

Authors

  • V. O. Popov Vinnytsia National Technical University
  • N. M. Bryl Vinnytsia National Technical University
  • O. A. Teslia Vinnytsia National Technical University

Abstract

Effective methods of modeling the tensely-strained condition of reinforced concrete ceiling understatic load have been developed in this article; appropriatefinite-element models by Lira 9.6 have been created; technical and economic comparison with the classical monolithic reinforce-concrete ceiling has been performed.

Author Biographies

V. O. Popov, Vinnytsia National Technical University

Ph.D., assistant professor of industrial and civil construction

N. M. Bryl, Vinnytsia National Technical University

Master

O. A. Teslia, Vinnytsia National Technical University

student

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How to Cite

[1]
V. O. Popov, N. M. Bryl, and O. A. Teslia, “МОДЕЛЮВАННЯ СТАЛЕБЕТОННОГО ПЕРЕКРИТТЯ ПО ПРОФНАСТИЛУ ДЛЯ ОЦІНКИ НАДІЙНОСТІ ТА ЕФЕКТИВНОСТІ”, СучТехнБудів, vol. 11, no. 2, pp. 10–14, Dec. 2011.

Issue

Vol. 11 No. 2 (2011)

Section

BUILDING CONSTRUCTION

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