Rak N.
ABSTRACT
In article the assessment of influence of a pliability of connections for efffective length of columns at nondeformed state analysis is executed. The assessment of influence of a pliability of connections on stability of columns at deformed state analysis is executed.
For citation: Rak N. Osobennosti rascheta zhelezobetonnykh kolonn s uchetom podatlivosti ikh soyedineniy s primykayushchimi konstruktsiyami [Analysis of Reinforced Concrete Columns Considering the Pliability of Their Connections with the Adjacent Structures]. In: Contemporary Issues of Concrete and Reinforced Concrete: Collected Research Papers. Minsk. Institute BelNIIS. Vol. 4. 2012. pp. 95–106. (rus)
Full text in Russian:
ISSN 2076-6033
Full text in Russian:
ISSN 2076-6033