METHODOLOGICAL ASPECTS OF ASSESSING THE STEEL FRAMES RELIABILITY

K. Chichulina, Viktor Chichulin
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Abstract

The article highlights the proposed algorithm for evaluating the reliability of steel frames. In particular, it is possible to analyze the reliability of the most likely failure mechanism. Separate assumptions that determine the sequence of application ofthe limit equilibrium method are presented. A method for determining the reliability of statically indeterminate steel framesin the plastic stage is presented. This method provides an opportunity to determine the probable mechanism of destruction.The ultimate equilibrium method is used to calculate the forces at the final stage of destruction. In the work, the real mechanism of destruction is understood as a mechanism for which the work of external forces to create it is the least. It is revealedthat the real mechanism of destruction is approaching the beam or floor elementary mechanism.
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评估钢框架可靠性的方法学方面
本文重点介绍了提出的钢框架可靠度评估算法。特别是,可以分析最可能的失效机制的可靠性。给出了决定极限平衡法应用顺序的单独假设。提出了一种确定超静定钢框架塑性阶段可靠度的方法。这种方法为确定可能的破坏机制提供了机会。采用极限平衡法计算最后破坏阶段的受力。在作品中,真正的破坏机制被理解为创造它的外部力量的作用最小的机制。揭示了真正的破坏机制是接近梁或楼板的基本机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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