The results of an experimental research study involving the testing of four bolted moment-
resisting connections under simulated seismic loading conditions are presented. Each test …

This paper presents an experimental investigation on beam-to-column blind bolted endplate
connections using innovative Slip-Critical Blind Bolts (SCBB). Common bolts cannot be …

During the life-cycle of a building, the structure might be subjected to multiple hazards such
as fire, earthquake and impact. Compared with the traditional structure design methods …

Extended HolloBolt (EHB) is a practical anchored blind bolting system for concrete-filled
steel sections. One of the failure modes of EHB connections is the bending of the column …

Single-side bolts can be installed on one operating surface and are very suitable for closed
cross-section connections. Based on the forming mechanism of materials, a new type of self …

Abstract Characterization of the low cycle fatigue response of the connection dominated by
the hollow structural section (HSS) column in flexural bending and the bolt in tension are …

This research investigates the bending behaviour of the column face component of concrete
filled tubular columns connected to other structural members via Extended HolloBolt (EHB) …

A rectangular hollow section (RHS) is compact and has remarkable structural performance,
and therefore, RHS tubes are regarded as efficient column members for building steel …

The strength of a wide-flange section column-to-beam connection with split-tee stubs is
dominated by out-of-plane deformation of flange plate for the wide-flange section column …

A rectangular hollow section (RHS) is compact and has remarkable structural performance,
and therefore, RHS tubes are regarded as efficient column members in building steel …