Branch plate-to-circular hollow structural section connections

AP Voth - 2010 - library-archives.canada.ca
Although branch plate connections with circular hollow section (CHS) members are simple
to fabricate and cost-effective, they are generally very flexible under low load application …

Seismic response on T-head square-neck one-side bolted endplate connection of beam to square tubular column

L Sun, Z Liang, Q Wang, H Zhu, P Wang, Y Liu… - Engineering Structures, 2021 - Elsevier
Totally four T-head square-neck one-side bolted connections (TSOBCs) for H-beam to
hollow section steel column (HSSC) and a standard double-sides bolted connection (SDBC) …

Tensile behavior of bolted through-diaphragm connections to SHS columns

Y Qin, J Zhang, Y Chen, P Shi, Y Xu… - Structural Engineering …, 2021 - koreascience.kr
Steel hollow section (SHS) columns have been increasingly popular in structural systems
due to high compressive capacity, excellent torsional strength, and symmetric bending …

Numerical study and design of T-type branch plate-to-circular hollow section connections

AP Voth, JA Packer - Engineering Structures, 2012 - Elsevier
A numerical finite element parametric study is presented on the behaviour of transverse or
longitudinal T-type plate-to-CHS connections loaded under branch plate tension or …

Structural steel joints with bolts in threaded holes

M Ptiček, D Skejić, M Veljković, G Rizzano - Tehnički vjesnik, 2022 - hrcak.srce.hr
Sažetak The application of tubular columns in steel structures offers many advantages.
However, this potential has not been fully utilized due to a lack of access for the installation …

Cyclic performance of end-plate biaxial moment connection with HSS columns

E Nuñez, R Lichtemberg, R Herrera - Metals, 2020 - mdpi.com
This paper presents a numerical study on the seismic performance of end-plate moment
connection between I-beam to HSS (hollow structural section) column stiffened by outer …

Effects of shear tabs and high-strength bolts in seismic performance of steel moment connections

CM Lai, CY Yeh, SY Kang, HY Chang - Buildings, 2021 - mdpi.com
A shear tab and high-strength bolts are often used to connect a steel H-beam to a column.
The design demand and capacity of these elements vary from one standard to the other. To …

Experimental studies on through-plate moment connection for beam to HSS/CFT column

MM Ahmadi, SR Mirghaderi - Journal of constructional steel research, 2019 - Elsevier
A new moment connection for a steel beam to hollow structural section (HSS) and concrete-
filled tube (CFT) columns using the through-plate technique is proposed. In the through …

A New Joint/Connection Technology for SHS Steel Structures

K Furumi, T Morita, K Usami… - Advances in Steel …, 1996 - books.google.com
Connections in tubular structures such as square hollow sections (SHS) to end plates are
commonly done by welding. Other schemes have also been tried but none have proven to …

sTensile behaviour of T-stub to hollow section column using elliptical-head one-side bolts

L Sun, L Liu, J Wu, J Zhang, X Cai, Y Wang… - Journal of Constructional …, 2024 - Elsevier
The Elliptical-head one-side bolt (EOB) is a typical representative of the third generation for
one-side bolts, relying on its elliptical head and bolt hole to achieve orthogonal anchorage …