МОДЕЛЮВАННЯ РОБОТИ ЗАЛІЗОБЕТОННИХ ПЕРЕМИЧОК, ЩО АРМОВАНІ ТЕХНОЛОГІЧНИМ ВІДХОДОМ КАНАТІВ К-7, ДЛЯ РАЦІОНАЛЬНОГО ПРОЕКТУВАННЯ

Authors

  • V. O. Popov Vinnytsia National Technical University
  • V. A. Khupchenko "Gervin" Vinnitsa
  • M. V. Maievska Vinnytsia National Technical University

Abstract

In this article had been developed an effective method of structure analysis of bar dams reinforced by scraps of non-prestressing steel ropes K-7 under the proof-loads. Had been done the comparison of results of analytical and numerical modeling on PC-program Lira 9.4 and Monomah. Had been represented recommendations by rationality designing reinforcing cage frames of bar dams. Had been established that economic expediency is reached under field technological waste conditions and under sometimes absolutely inexpedient.

Author Biographies

V. O. Popov, Vinnytsia National Technical University

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

V. A. Khupchenko, "Gervin" Vinnitsa

engineer

M. V. Maievska, Vinnytsia National Technical University

student

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How to Cite

[1]
V. O. Popov, V. A. Khupchenko, and M. V. Maievska, “МОДЕЛЮВАННЯ РОБОТИ ЗАЛІЗОБЕТОННИХ ПЕРЕМИЧОК, ЩО АРМОВАНІ ТЕХНОЛОГІЧНИМ ВІДХОДОМ КАНАТІВ К-7, ДЛЯ РАЦІОНАЛЬНОГО ПРОЕКТУВАННЯ”, СучТехнБудів, vol. 8, no. 1, pp. 20–26, Jun. 2010.

Issue

Vol. 8 No. 1 (2010)

Section

BUILDING CONSTRUCTION

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