This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterally fixed steel circular arch that is subjected to uniform bending. The formulation makes recourse to an orthogonal rotations matrix in order to derive th
AbstractThis paper presents an analytical study of the non-linear elastic in-plane buckling and post...
The study shows the results of theoretical investigations into lateral torsional buckling of bisymme...
Abstract. The behavior of arches are nonlinear and sensitive to the buck-ling conditions. The existe...
This paper uses both a virtual work approach and a static equilibrium approach to study the elastic ...
A circular arch with in-plane radial loads uniformly distributed around the arch axis is primarily s...
An arch with an open thin-walled section that is subjected to a radial load uniformly distributed ar...
An arch under an in-plane central concentrated radial load is subjected to combined axial compressiv...
The out-of-plane elastic and inelastic flexural-torsional buckling behavior and strength of fixed st...
In Eurocode 3 two methods to determine the ultimate lateral torsional buckling load of steel beams i...
This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with e...
This thesis presents the results of a theoretical and experimental study of the lateral buckling of ...
Flexural-torsional buckling is an important limit state that must be considered in structural steel ...
In structural steel design, flexural-torsional buckling (FTB) is an important limit state that must ...
When a pin-ended circular steel arch having a radius R is subjected to a uniform radial load q, the ...
A torsion differential equation previously used for analysing the elastic lateral buckling of simply...
AbstractThis paper presents an analytical study of the non-linear elastic in-plane buckling and post...
The study shows the results of theoretical investigations into lateral torsional buckling of bisymme...
Abstract. The behavior of arches are nonlinear and sensitive to the buck-ling conditions. The existe...
This paper uses both a virtual work approach and a static equilibrium approach to study the elastic ...
A circular arch with in-plane radial loads uniformly distributed around the arch axis is primarily s...
An arch with an open thin-walled section that is subjected to a radial load uniformly distributed ar...
An arch under an in-plane central concentrated radial load is subjected to combined axial compressiv...
The out-of-plane elastic and inelastic flexural-torsional buckling behavior and strength of fixed st...
In Eurocode 3 two methods to determine the ultimate lateral torsional buckling load of steel beams i...
This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with e...
This thesis presents the results of a theoretical and experimental study of the lateral buckling of ...
Flexural-torsional buckling is an important limit state that must be considered in structural steel ...
In structural steel design, flexural-torsional buckling (FTB) is an important limit state that must ...
When a pin-ended circular steel arch having a radius R is subjected to a uniform radial load q, the ...
A torsion differential equation previously used for analysing the elastic lateral buckling of simply...
AbstractThis paper presents an analytical study of the non-linear elastic in-plane buckling and post...
The study shows the results of theoretical investigations into lateral torsional buckling of bisymme...
Abstract. The behavior of arches are nonlinear and sensitive to the buck-ling conditions. The existe...