The out-of-plane elastic and inelastic flexural-torsional buckling behavior and strength of fixed steel arches are studied in this paper using an advanced finite element model for the three-dimensional nonlinear analysis. The initial out-of-plane geomet
The variable cross-section arch is widely used in practical engineering because of its beautiful arc...
An accurate and consistent approach to the out-of-plane stability design of steel beams and structur...
Currently, advanced analysis procedures that are suitable for practical design of steel planar frame...
A rational finite element program for the nonlinear elastic-plastic analysis of arches is used in th...
In contemporary architecture the use of steel arches has seen a significant increase. They are appli...
This paper describes a numerical investigation into the out-of-plane buckling behavior of freestandi...
Steel arches are used more and more in contemporary architecture, combining structural efficiency wi...
This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterall...
This paper presents an experimental investigation of the elastic-plastic out-of-plane buckling respo...
This paper is concerned with the in-plane elastic stability of arches with a symmetric cross section...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Contemporary arch bridges are mostly designed as slender structures. Due to the presence of mainly c...
Classical buckling theory is mostly used to investigate the in-plane stability of arches, which assu...
A nonlinear theory is developed in this paper to investigate the elastic in-plane buckling of shallo...
The structural behavior of steel tied-arch bridges is determined by the presence of a large compress...
The variable cross-section arch is widely used in practical engineering because of its beautiful arc...
An accurate and consistent approach to the out-of-plane stability design of steel beams and structur...
Currently, advanced analysis procedures that are suitable for practical design of steel planar frame...
A rational finite element program for the nonlinear elastic-plastic analysis of arches is used in th...
In contemporary architecture the use of steel arches has seen a significant increase. They are appli...
This paper describes a numerical investigation into the out-of-plane buckling behavior of freestandi...
Steel arches are used more and more in contemporary architecture, combining structural efficiency wi...
This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterall...
This paper presents an experimental investigation of the elastic-plastic out-of-plane buckling respo...
This paper is concerned with the in-plane elastic stability of arches with a symmetric cross section...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Contemporary arch bridges are mostly designed as slender structures. Due to the presence of mainly c...
Classical buckling theory is mostly used to investigate the in-plane stability of arches, which assu...
A nonlinear theory is developed in this paper to investigate the elastic in-plane buckling of shallo...
The structural behavior of steel tied-arch bridges is determined by the presence of a large compress...
The variable cross-section arch is widely used in practical engineering because of its beautiful arc...
An accurate and consistent approach to the out-of-plane stability design of steel beams and structur...
Currently, advanced analysis procedures that are suitable for practical design of steel planar frame...
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