Add to ORKGEffects of large deformation and inelasticity are considered in formulating the behavior of columns of variable cross section subjected to an axial compressive load. Simple, approximate methods are used to obtain numerical results. The combined effect of the nonlinearities is shown to be of a hardening type for small column deflections
The inelastic second-order behavior of steel structural columns under minor-axis bending is presente...
The elastic stability of columns subjected to an intermediate concentrated load with one end elastic...
Abstract The inelastic second-order behavior of steel structural columns under minor-axis bending is...
Effects of large deformation and inelasticity are considered in formulating the behavior of columns ...
Effects of large deformation and inelasticity are considered in formulating the behavior of columns ...
Combined effects of geometric and material nonlinearities on a uniform column subjected to an axial ...
Combined effects of geometrical and material nonlinearities on a uniform column subjected to a unifo...
The compressive behaviour of column members can be considerably affected by local buckling, material...
The concept of integrating through paper thickness to account for the stress reversal has been exten...
The paper investigates the elastic buckling behaviour of columns under a combined trapezoidal distri...
formula, bifurcation, limit load, finite disturbance buckling The classical problem of buckling of a...
The elastic-plastic behaviors of metal column segments under cyclic biaxial loading and constant axi...
Investigated herein is the postbuckling behavior of an initially imperfect nonlocal elastic column, ...
Investigated herein is the postbuckling behavior of an initially imperfect nonlocal elastic column, ...
The stability behaviour of columns, subjected to a uniformly distributed axial load and with one end...
The inelastic second-order behavior of steel structural columns under minor-axis bending is presente...
The elastic stability of columns subjected to an intermediate concentrated load with one end elastic...
Abstract The inelastic second-order behavior of steel structural columns under minor-axis bending is...
Effects of large deformation and inelasticity are considered in formulating the behavior of columns ...
Effects of large deformation and inelasticity are considered in formulating the behavior of columns ...
Combined effects of geometric and material nonlinearities on a uniform column subjected to an axial ...
Combined effects of geometrical and material nonlinearities on a uniform column subjected to a unifo...
The compressive behaviour of column members can be considerably affected by local buckling, material...
The concept of integrating through paper thickness to account for the stress reversal has been exten...
The paper investigates the elastic buckling behaviour of columns under a combined trapezoidal distri...
formula, bifurcation, limit load, finite disturbance buckling The classical problem of buckling of a...
The elastic-plastic behaviors of metal column segments under cyclic biaxial loading and constant axi...
Investigated herein is the postbuckling behavior of an initially imperfect nonlocal elastic column, ...
Investigated herein is the postbuckling behavior of an initially imperfect nonlocal elastic column, ...
The stability behaviour of columns, subjected to a uniformly distributed axial load and with one end...
The inelastic second-order behavior of steel structural columns under minor-axis bending is presente...
The elastic stability of columns subjected to an intermediate concentrated load with one end elastic...
Abstract The inelastic second-order behavior of steel structural columns under minor-axis bending is...