RELIABILITY ASSESSMENT OF STONE STRUCTURES

Authors

  • О. Semko National University "Yuri Kondratyuk Poltava Polytechnic"
  • N. Pinchuk National University "Yuri Kondratyuk Poltava Polytechnic"
  • D. Usenko National University "Yuri Kondratyuk Poltava Polytechnic"

DOI:

https://doi.org/10.33042/2522-1809-2023-4-178-87-91

Keywords:

reliability assessment, masonry structures, masonry strength, structural safety, safety factors, deformations, fire resistance, reliability theory, failure probability

Abstract

The article provides valuable information on methods for assessing the reliability of stone structures. The authors draw attention to the issues of diagnostics and calculation of the reliability of existing masonry structures, and also offer methods for determining the compressive strength of masonry using the theory of reliability. The destructive and non-destructive tests underlying the determination of strength masonry are also described.

The authors emphasize the importance of structural safety and reliability, which depend on many factors, including the type and magnitude of loads and the bearing capacity of structural elements. A sufficient state of safety is ensured by compliance with the relevant standards and regulations.

The article draws attention to the importance of carrying out tests and calculations in the reconstruction and repair of buildings in order to guarantee their safe operation. The authors note that the safety and reliability of the design also depends on compliance with the rules and regulations that take into account the social, economic and environmental consequences of failure.

The emphasis on the probabilistic approach to assessing the reliability of a design is an important aspect of the article. Taking into account the probability of failure allows us to develop a rational approach to the repair and reconstruction of buildings, ensuring their normal operation. The authors also draw attention to the importance of determining the probability of failure (Pf) as a fundamental parameter for its assessment.

Author Biographies

О. Semko, National University "Yuri Kondratyuk Poltava Polytechnic"

Dr. Sci. (Engin.), Full Professor, Head at the Department of Construction and Civil Engineering

N. Pinchuk, National University "Yuri Kondratyuk Poltava Polytechnic"

PhD (Engin.), Associate Professor, Associate Professor at the Department of Building Structures

D. Usenko, National University "Yuri Kondratyuk Poltava Polytechnic"

PhD, MPhys, Senoir lecturer at the Department of Chemistry and Physics

References

Schueremans, L., 2001. Probabilistic evaluation of structural unreinforced masonry, Katholieke Univesiteit Leuven.

Kirtschig, K., 1982. Mauerwerkklassen und deren Nachweis, VDI-Berichte 438.

Małyszko, L., & Bliko, P., 2009. Ocena wytrzymałości muru z uwzględnieniem teorii niezawodności konstrukcji, Inżynieria i Budownictwo, 65, 12, 681-684.

Probabilistic Model Code, Part 1 – Basis of Design, Joint Committee on Structural Safety, 2001.

EN 1990, Basis of structural design, European Committee of Standardization, Brussels 2002.

EN 1996-1-1, Design of masonry structures –Part 1-1: General rules for reinforced and unreinforced masonry structures, European Committee of Standardization, Brussels 2005.

Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings

Published

2023-09-04

How to Cite

Semko О., Pinchuk, N., & Usenko, D. (2023). RELIABILITY ASSESSMENT OF STONE STRUCTURES. Municipal Economy of Cities, 4(178), 87–91. https://doi.org/10.33042/2522-1809-2023-4-178-87-91