APPLICATION OF HYSTERESIS ENVELOPE MODEL TO STEEL BEAM-TO-COLUMN BOLTED JOINT

P. Krolo
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Abstract

The paper demonstrates the applications of the hysteresis envelope model on the example of a double extended end plate beam-to-column bolted joint. The hysteresis envelope model represents a new analytical trilinear model that can describe the cyclic behaviour of joints in a moment-resisting steel frame and is suitable for nonlinear static pushover analysis.
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滞回包络模型在钢梁柱螺栓连接中的应用
本文以双延伸端板梁柱螺栓连接为例,说明了滞回包络模型的应用。迟滞包络模型是一种新的三线性解析模型,它可以描述抗弯矩钢框架节点的循环行为,适用于非线性静力推覆分析。
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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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