EARTHQUAKE-RESISTANT REINFORCED CONCRETE FRAME OF SINGLE-STOREY BUILDINGS

Paper Details

Authors: Abakanov M.S.

DOI: 10.24874/PES08.01B.013

Journal: Proceedings on Engineering Sciences

Year: 2026

Publisher: Faculty of Engineering, University of Kragujevac

Document Type: Article

Open Access: All Open Access; Gold Open Access; Green Open Access

Cited by: 0

Abstract

The article presents the results of complex experimental studies of seismic resistance of one-storey reinforced concrete frames with developed hinge nodes of connection of cover structures with columns, as well as individual hinge nodes, under seismic-type loads. In contrast to typical nodes, the use of hinge nodes in the design will ensure compliance of the design scheme with the real structural scheme, increase the dissipative properties of the frame during vibrations, due to energy dissipation in the hinge joints and save steel by eliminating the device of metal links in the cover structures, necessary for typical nodes. There is a copyright certificate for the invention (A.S.№1256222). There have been developed recommendations on calculation and design with an example of calculation. © 2026 Published by Faculty of Engineeringg.

Keywords

Design Scheme; Dynamic Tests; Hinge Assembly; Reinforced Concrete Frame; Seismic Stability

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