Моделювання роботи залізобетонних перемичок, що армовані технологічним відходом канатів к-7, для раціонального проектування

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.