This paper presents theoretical and numerical investigations into the in-plane elastic global
buckling performance and load resistance design of a kind of pin-ended cable-arch (CA) …

This paper reports experimental and numerical investigations used to develop a simple and
accurate design method for the in-plane strength of circular steel I-section arches having a …

Arched beams with cellular openings (referred to here as arched cellular beams) are used
as roof beams with several practical advantages and architectural-appearance …

More than 400 concrete-filled steel tubular (CFST) arch bridges have been constructed
worldwide so far. However, design codes or guidance for the in-plane strength design of …

This paper presents a theoretical analysis for the time-dependent behaviour and buckling of
concrete-filled steel tubular (CFST) circular arches due to shrinkage and creep of the …

This paper is concerned with the design of bracing systems for three-ribbed parabolic arch
bridges against out-of-plane buckling. Typical bracing systems for the three-ribbed arch …

The out-of-plane buckling behavior of arches is closely related to the element torsional
behavior. The traditional 12-degree-of-freedom second-order element stiffness matrix which …

This paper presents a theoretical analysis of the linear and nonlinear elastic in-plane
behaviour and buckling of pinned–fixed circular arches that are subjected to a radial load …

The current codes and specifications use the equivalent beam-column method to predict the
in-plane stability capacity of concrete-filled steel tubular (CFST) arches. Using this method …

The advancement in steel fabrication technology extends the structural and constructional
advantages of cellular steel beams into arched cellular steel structure members. However …