Abstract The complex structural behavior of shallow arches can be remarkably affected by many parameters. In this paper, the structural responses of a half-sine pin-ended shallow arch under sinusoidal and step loadings are accurately calculated. Additionally, the effects of environmental temperature changes are considered. Three types of sinusoidal loadings are separately investigated. Displacements, load-bearing capacity, the magnitude of the axial force and the locus of critical points (including limit and bifurcation points) are directly obtained without tracing the corresponding equilibrium path. Furthermore, the boundaries identifying the number of critical points are investigated. All mentioned structural responses are formulized base...
AbstractIn this paper we study the effects of elastic foundation on the static and dynamic snap-thro...
This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that a...
The classic snap-through problem of shallow arches is revisited using the so-called generalised path...
The structural behaviour of shallow arches is complex and can be influenced by many parameters. In t...
The static and dynamic buckling behaviors of a shallow, simply supported sinusoidal arch subjected t...
This paper studies the in-plane stability of rotationally restrained shallow arches subjected to a v...
Consulta en la Biblioteca ETSI Industriales (7817)[eng] The aim of this thesis is to produce a numer...
Thin-walled structures can be sensitive to buckling: that is loss of stability under loading. In ord...
This paper presents a nonlinear thermal buckling analysis of circular shallow pin-ended arches that ...
this paper, the influence of the initial curvature of thin shallow arches on the dynamic pulse buckl...
Slender curved structures can often be found as components of complex structures in civil, mechanica...
This thesis presents the nonlinear in-plane behaviour of circular fixed arches subjected to thermal ...
Shallow fixed arches have a nonlinear primary equilibrium path with limit points and an unstable pos...
The concept of natural structural shapes is based on the simultaneous 'minimization ' of t...
AbstractArches are often supported elastically by other structural members. This paper investigates ...
AbstractIn this paper we study the effects of elastic foundation on the static and dynamic snap-thro...
This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that a...
The classic snap-through problem of shallow arches is revisited using the so-called generalised path...
The structural behaviour of shallow arches is complex and can be influenced by many parameters. In t...
The static and dynamic buckling behaviors of a shallow, simply supported sinusoidal arch subjected t...
This paper studies the in-plane stability of rotationally restrained shallow arches subjected to a v...
Consulta en la Biblioteca ETSI Industriales (7817)[eng] The aim of this thesis is to produce a numer...
Thin-walled structures can be sensitive to buckling: that is loss of stability under loading. In ord...
This paper presents a nonlinear thermal buckling analysis of circular shallow pin-ended arches that ...
this paper, the influence of the initial curvature of thin shallow arches on the dynamic pulse buckl...
Slender curved structures can often be found as components of complex structures in civil, mechanica...
This thesis presents the nonlinear in-plane behaviour of circular fixed arches subjected to thermal ...
Shallow fixed arches have a nonlinear primary equilibrium path with limit points and an unstable pos...
The concept of natural structural shapes is based on the simultaneous 'minimization ' of t...
AbstractArches are often supported elastically by other structural members. This paper investigates ...
AbstractIn this paper we study the effects of elastic foundation on the static and dynamic snap-thro...
This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that a...
The classic snap-through problem of shallow arches is revisited using the so-called generalised path...