KEYED JOINTS STRENGTH DESIGN OF REINFORCED CONCRETE ELEMENTS OF FRAME MULTI-STOREY BUILDINGS

Authors

  • Ю. В. Чурса

DOI:

https://doi.org/10.31713/budres.v0i32.90

Abstract

The comparative design of five-keyed joints strength of reinforced concrete elements for multi-storey buildings on DSTU B V.2.6 and variational method of concrete plasticity theory has been made.

Downloads

Published

2017-09-30

Issue

No. 32 (2016)

Section

Статті