This paper concerns the cyclic behaviour of embedded bolted shear connectors in steel-
timber composite joints. The effect of the strength and size of the shear connector and the …

The design of engineering structures for deconstructability can reduce the energy and cost
required for their demolition and for the disposal of their construction waste, and it also …

In order to achieve the disassembling and recycling of the structure members, three novel
demountable Reinforced Concrete column to Steel beam (RCS) joints are developed in this …

This paper presents the results of an experimental study on the structural performance of
blind bolted endplate composite connections to concrete filled steel tubular (CFST) columns …

In this study, the characteristics of static bending and free and forced vibration of double-
layer auxetic functionally graded porous (FGP) sandwich plates with shear connectors under …

Feasibility and acceptable performance of the steel-timber composite (STC) system as a
sustainable alternative to conventional steel-concrete composite have been demonstrated …

Although cold-formed steel (CFS) members have been widely used in structures, their
application is limited due to the buckling and instability of these members. To enhance their …

Semi-rigid connected steel frame is characterized by excellent displacement ductility and
energy dissipation capacity, while detrimental infill-frame interaction from the traditional infill …

This paper aims to carry out comprehensively the static bending, free vibration, and buckling
analyses of two-layer FGM plates with shear connectors resting on elastic foundations …

This paper explores the use of an explicit solver available in ABAQUS/Explicit to simulate
the behaviour of blind bolted endplate connections between composite beams and concrete …