循环荷载作用下钢筋的变形能力

Yuliia Somina, O. Ahaieva
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引用次数: 0

摘要

本文的目的是试验研究低周不变荷载对钢筋混凝土梁的钢筋变形能力的影响,以及最重要的设计因素。对此,笔者在实验研究中制定了一个四因素三层次的Boxing计划B4。
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DEFORMABILITY OF STEEL REINFORCEMENT UNDER THE ACTION OF CYCLIC LOADING
The aim of the article is an experimental research of the influence of low-cycle sign-constant loading, as well as the most significant design factors on the deformability of steel reinforcement of reinforced concrete beams. In this regard, for experimental research, the authors developed a four-factor three-level Boxing plan B4.
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THE FEATURES OF DETERMINATION OF SEISMIC LOADS ON STEEL SILOS WITH A FLAT BOTTOM ACCORDING TO DBN V.2.6-221:2021 REGARDING THE IMPROVEMENT OF CURRENT NORMATIVE DOCUMENTS FOR THE CALCULATION OF BENDING WOODEN ELEMENTS AND STRUCTURES THE DECREASE IN THE LEVEL OF CORROSION HAZARD IN THE RATIONAL DESIGN OF METAL STRUCTURES GENERALIZED MODEL OF THE ACTUAL WORK OF DECIDOUS AND CONIFEROUS WOOD UNDER AXIAL COMPRESSION ALONG THE FIBERS INFLUENCE OF BOLTED SPLICE CONNECTIONS ON THE GLOBAL BEHAVIOUR OF STEEL LATTICE TELECOMMUNICATION TOWERS
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