A rational finite element program for the nonlinear elastic-plastic analysis of arches is used in this paper to investigate the in-plane elastic-plastic buckling and strength of circular steel arches. The finite element program considers the effects of
This paper describes a numerical investigation into the out-of-plane buckling behavior of freestandi...
This paper is concerned with the in-plane elastic stability of arches with a symmetric cross section...
This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with e...
The out-of-plane elastic and inelastic flexural-torsional buckling behavior and strength of fixed st...
A nonlinear theory is developed in this paper to investigate the elastic in-plane buckling of shallo...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Arches are often supported elastically by other structural members. This paper investigates the in-p...
Classical buckling theory is mostly used to investigate the in-plane stability of arches, which assu...
AbstractArches are often supported elastically by other structural members. This paper investigates ...
This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that a...
Arches are frequently used in large span structures like bridges and roofs. Although these structura...
In contemporary architecture the use of steel arches has seen a significant increase. They are appli...
In current design practice, the philosophy for the strength design of reinforced and prestressed con...
Steel arches are used more and more in contemporary architecture, combining structural efficiency wi...
This paper presents an experimental investigation of the elastic-plastic out-of-plane buckling respo...
This paper describes a numerical investigation into the out-of-plane buckling behavior of freestandi...
This paper is concerned with the in-plane elastic stability of arches with a symmetric cross section...
This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with e...
The out-of-plane elastic and inelastic flexural-torsional buckling behavior and strength of fixed st...
A nonlinear theory is developed in this paper to investigate the elastic in-plane buckling of shallo...
Classical buckling theory has been researched extensively to determine the in-plane buckling behavio...
Arches are often supported elastically by other structural members. This paper investigates the in-p...
Classical buckling theory is mostly used to investigate the in-plane stability of arches, which assu...
AbstractArches are often supported elastically by other structural members. This paper investigates ...
This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that a...
Arches are frequently used in large span structures like bridges and roofs. Although these structura...
In contemporary architecture the use of steel arches has seen a significant increase. They are appli...
In current design practice, the philosophy for the strength design of reinforced and prestressed con...
Steel arches are used more and more in contemporary architecture, combining structural efficiency wi...
This paper presents an experimental investigation of the elastic-plastic out-of-plane buckling respo...
This paper describes a numerical investigation into the out-of-plane buckling behavior of freestandi...
This paper is concerned with the in-plane elastic stability of arches with a symmetric cross section...
This paper investigates the non-linear in-plane buckling of pin-ended shallow circular arches with e...
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