The objective of this study is to investigate the behaviour of extended end-plate and T-stub
bolted moment connections for square hollow section (SHS) column. The SHS column near …

This paper describes experimental study on extended end-plate bolted moment connections
for square hollow section (SHS) column. The connection system presented here was …

Due to lack of access inside the hollow section column, it has been difficult to develop a
practical bolted moment connection between a W-shape beam and a hollow steel column …

This paper presents the results of an experimental and analytical study into a new bolted
moment connection between unfilled hollow section columns and open section beams …

In 80's and 90's hollow sections (HS) were mainly used in compression and tension
elements of truss systems. Nowadays, architects are more and more using hollow sections …

Connecting a W-shape beam to a hollow steel section (HSS) column using conventional
bolts is difficult due to a lack of access inside the hollow section column to tighten the nut …

Publisher Summary This chapter investigates the behavior of tubular bolted moment end-
plate connections. The analyses were conducted using the commercially available finite …

A total of ten tests on bolted T-stubs to square hollow section column (SHSC) connection
using thread-fixed one-side bolts (TOBs) were conducted. Four failure modes and the …

Numerical analyses on yield line patterns of Thread-fixed One-side Bolts (TOBs) bolted
endplate connection to Square Hollow Section (SHS) column under tension were presented …

This paper evaluates the yield and ultimate strengths of a blind bolted endplate to square
tubular column connection in joint tensile region. It outlines a research work of eleven …