Экспериментальные исследования сталежелезобетонных конструкций, работающих на внецентренное сжатие

The analysis of the results obtained when testing models of steel-concrete composite columns at central and eccentric compression. The evaluation of existing calculation methods proposed in [1-3], their comparison with each other and with the experimental results. Shows the graphs of the stresses in the models under load. The conclusions about the influence of additional embedment steel core concrete on the bearing capacity models.