The cyclic and monotonic performance of stiffened extended end-plate joints with large-
sized bolts and thin end-plates are investigated through experimental and numerical study …

Extended end-plate bolted connections are widely used in the steel structures as moment
resisting connections. Most of these connections are flexible or in other words semi-rigid …

Experimental and analytical research has been conducted to develop unified design
procedures for eight extended end-plate moment connection configurations subject to …

An experimental programme to obtain the behaviour of blind bolted extended end plate
joints to circular or square concrete-filled steel tubular (CFST) columns under monotonic …

The development of plastic hinges in a steel frame structure with steel beam-to-column end-
plate connection joints by strengthening the end-plate area is a widely used design concept …

Extended end-plated connections are preferred in moment resisting frames due to their
advantages such as no required in-situ welding, accurate fabrication and economic …

In this paper, a hysteretic model with pinching is presented that is able to reproduce
realistically the cyclic response of generic steel joints. Secondly, the computer …

Une recherche expérimentale sur 15 assemblages par plaque d'extrémité subissant une
charge cyclique fut entreprise afin d'évaluer l'importance de certains paramètres de …

The present work deals with the numerical analysis of the low-cycle fracture behaviour of
isolated Tee stub connections with partial fillet welds. The overall objective of the research is …

A common means of forming a rigid joint between universal beam and column is to weld an
endplate to the beam end and then to bolt to the column. A physically based yield line model …