Review article

Review and analysisof nonlinear models used for numerical simulationof masonry structures together with the soil base

UDC: 

624.012.82

DOI: 

10.23968/1999-5571-2025-22-2-41-54

Pages: 

41-54

Annotation: 

The paper presents a review and analysis of nonlinearmodels implemented in Midas geotechnical software usedfor calculations of masonry structures. The Concrete damageplasticity model is recognized as the most versatile one havingthe greatest number of advantages. An example of using it andcomparison with the results of field observations are shown.Empirical dependences for determining the parameters of theconsidered models are given.

Keywords: 

Full text (file): 

PDF

Authors: 

Smirnov B. A. LLC «Center for diagnostics of building structures» St. Petersburg, Russia

Polunin V. M. Saint Petersburg State University of Architecture and Civil Engineering St. Petersburg, Russia Scientific Research Institut of Building Physics of the Russian Academy of Sciences Moscow, Russia

Links to authors' articles: 

Link to eLIBRARY: 

https://elibrary.ru/item.asp?id=82832497

Journal Issue

№ 2 (109) April 2025