Study on the New Method of Constructing Shear Walls in Multi-Storey Buildings With Site Cast Reinforced Concrete Frame System

Lusine Gurgen Karapetyan; Tigran Vardan Ter-Poghosyan

doi:10.54338/27382656-2021.1-11

Authors

Lusine Gurgen Karapetyan National University of Architecture and Construction of Armenia
Tigran Vardan Ter-Poghosyan National University of Architecture and Construction of Armenia

DOI:

https://doi.org/10.54338/27382656-2021.1-11

Keywords:

: site cast reinforced concrete, three-layer panel, shear walls, seismic impact, multi-storey building

Abstract

The article touches upon the comparative analysis of bearing system calculations of a multi-storey residential building with site cast reinforced concrete frame and shear wall constructed by two different methods. In the calculation models, the shear walls are constructed from site cast reinforced concrete in the first case, and from three-layer sound and thermal insulating bearing panels in the second. The calculations have been made considering the impact of the seismic force. According to the calculation results, the dynamic parameters of the bearing systems of the buildings and the economic efficiency indicators have been compared. Considering the fact that in the recent years three-layer sound and thermal insulating panels have been widely used in the world, the study attempted to reveal the efficiency of using such panels in the Republic of Armenia.

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Author Biographies

Lusine Gurgen Karapetyan, National University of Architecture and Construction of Armenia

doctor of philosophy (PhD) in engineering, (RA, Yerevan) - National University of Architecture and Construction of Armenia, Associate Professor at the Chair of Building Structures

Tigran Vardan Ter-Poghosyan, National University of Architecture and Construction of Armenia

(RA, Yerevan) - National University of Architecture and Construction of Armenia, Master student at the Chair of Building Structures

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