This paper presents an experimental investigation of the shear behavior of steel beam-to-
column connections with unequal depth of outer annular stiffener. The depth-to-thickness …

Semirigid bolted endplate moment connections are widely used in construction practice.
These connections are mainly designed to resist gravity, wind, and low to moderate seismic …

Abstract AISC358–16 provides seismic pre-qualification rules and design procedures for
fully restrained extended stiffened end-plate bolted connections, while the cases of partially …

This paper proposes a new moment resisting detail for use in earthquake resistant
structures. The wedge detail tested in this project is a new design that builds upon the idea …

This paper deals with the modelling of the panel zone region within beam-to-column
connections in steel and composite moment-resisting frames. Existing analytical models for …

This study proposes a beam-through moment-resisting joint for H-section (wide-flange)
beams and columns that can be prefabricated and easily assembled onsite for low-rise and …

In this paper, the problem of shear buckling in the panel zone of beam-to-column
connections is examined. In particular, following the application of the shear buckling theory …

梁柱节点转角对钢框架的内力和变形及其梁与柱构件的设计有着重要的影响.
由于研究环境和研究方法的差异, 国内外研究者大多采用自己定义的节点转角和测量计算方法 …

The importance of welded connections on the behaviour of beam-to-column joints in steel
moment resisting frames was the reason to develop an experimental programme focused on …

This paper addresses the characterization of the behaviour of the column web panel
components in bolted end-plate steel joints subject to cyclic loading. Based on experimental …