In this work, the instability damage modes of yield state of a steel tube at the tension side of a rectangular steel tube-confined concrete (RCFST) column under eccentric compression were classified into two types based on the coupling effect of slenderness ratio (λ) and eccentricity ratio (γ). The two types include the unilateral compression yield failure mode with a smaller value of γ and tensile and compressive yield failure modes on both column sides with a larger value of γ. Further, the parametric analyses were performed by employing the finite element (FE) method and the analytical analysis to test 16 groups of RCFST columns by varying the γ value with different λ values. It was observed that the results of the analysis for the mechanical properties like the responses of load-strain ( P-ε) and RCFST column instability modes correlated well with the results obtained in the experiments. Furthermore, the proposed theoretical method could be used to investigate the roles of γ as a controller against the instability in RCFST columns when compared with λ.

In the paper, the authors investigate the assumptions concerning checking calculations of a sliding bearing with a floating ring. The adiabatic model of the bearing is used for the calculations. Particular design stages are depicted in the form of a structural chart. The proper work conditions of the bearing are formulated and discussed. For the presented calculation example, the authors have determined the area of feasible solutions. In the conclusion, the authors formulate suggestions that might be useful for the designers who deal with these types of bearings.