Сalculation of the stability of eccentrically сompressed reinforced concrete structures reconstructed buildings

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The results of experimental researches on load-carrying ability determination of eccentrically compressed columns of medium and great flexibility were analysed and generalized. Test procedure of the load-carrying ability of the eccentrically compressed columns for condition of strength and stability taking into consideration the real properties of the materials was improved.

About the authors

A N Rajewski

Penza State University of Architecture and Construction

Penza State University of Architecture and Construction

V V Teryanik

Togliatti State University

Email: tsp@tltsu.ru
Togliatti State University


Copyright (c) 2011 Раевский А.Н., Теряник В.В.

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