Horizontal Dynamic Impact at the Bottom of the Column with Regard to the Joint Operation with the Structural Element
https://doi.org/10.22227/2949-1622.2025.2.3-16
Abstract
The response of the structure and the joint operation of the elements emergency impacts, contact zone, will depend not only on the type of impact, but also on the structural design impactor, amount of motion, angle of of the building. The calculation of the transverse frame of a single-storey in-rotation, support displacement dustrial building, a multi-storey frame of a building with a ligament frame in the event of a vehicle collision, as well as the failure of the outer and inner columns of this building and a building with an incomplete frame in the event of an artillery shell impact is considered sequentially.
At first, we analyze the joint operation of the elements of a one-story industrial building with solid reinforced concrete columns, covered with reinforced concrete beams, on which are laid ribbed prefabricated floor slabs. The slabs form a rigid covering disk in the horizontal plane, but, as it is supposed, do not resist vertical displacements of individual beams in case of failure of one of their supporting columns.
About the Author
A. G. Tamrazyan
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation
Russian Federation
Ashot G. Tamrazyan, Corresponding Member of RAACS, Doctor of Technical Sciences, Professor, Head of Department of Reinforced Concrete and Masonry Structures
26 Yaroslavskoe shosse, Moscow, 129337
Scopus: 55975413900, ResearcherID: T-1253-2017
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Review
For citations:
Tamrazyan A.G. Horizontal Dynamic Impact at the Bottom of the Column with Regard to the Joint Operation with the Structural Element. Reinforced concrete structures. 2025;10(2):3-16. (In Russ.) https://doi.org/10.22227/2949-1622.2025.2.3-16
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