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

Abstract

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.

Keywords

• прочность
• устойчивость
• гибкость
• несущая способность
• нелинейность