EARTHQUAKE-RESISTANT REINFORCED
CONCRETE FRAME OF SINGLE-STOREY
BUILDINGS
M. S. Abakanov
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.
Keywords: Seismic Stability, Reinforced Concrete Frame, Hinge Assembly, Design Scheme, Dynamic Tests
DOI: 10.24874/PES08.01B.013
Recieved: 09.04.2025 Revised: 01.08.2025 Accepted: 14.08.2025
UDC:
Reads: 877 
