Bolted glulam beam-column connections under different combinations of shear and bending

M Wang, X Song, X Gu, J Tang - Engineering Structures, 2019 - Elsevier
Bolted glulam beam-column connections are often subjected to combined shear force and
bending moment induced by the semi-rigid nature of such connections. This paper …

Experimental assessment of a novel steel tube connector in cross-laminated timber

J Schneider, T Tannert, S Tesfamariam… - Engineering structures, 2018 - Elsevier
This paper summarises experimental investigations conducted on a novel connector
assembly consisting of hollow steel tubes placed inside cross-laminated timber panels. The …

Experimental testing and analytical modeling of glulam moment connections with self-drilling dowels

W Dong, M Li, M He, Z Li - Journal of Structural Engineering, 2021 - ascelibrary.org
An experimental and analytical study on rotational behavior of glulam beam-column moment
connections with self-drilling dowels (SDDs) is conducted. Connection properties including …

The use of steel rbs to increase ductility of wooden beams

R Montuori, V Sagarese - Engineering Structures, 2018 - Elsevier
Abstract Reduced Beam Section (RBS) have been introduced, with reference to steel
structure, after the 1994 Northridge, CA Earthquake, due to the brittle failure of beam flange …

Rotational Stiffness and Carrying Capacity of Timber Frame Corners with Dowel Type Connections

M Johanides, D Mikolasek, A Lokaj, P Mynarcik… - Materials, 2021 - mdpi.com
With the development of wooden structures and buildings, there is a need to research
physical and numerical tests of wood-based structures. The presented research is focused …

Using self-tapping screw to reinforce dowel-type connection in a timber portal frame

C Zhang, H Guo, K Jung, R Harris, WS Chang - Engineering Structures, 2019 - Elsevier
In this study, partially threaded self-tapping screws have been used as reinforcement on
timber portal frames to enhance mechanical performance of dowel-type connections …

Effects of bolted connections on behaviour of timber frames under combined vertical and lateral loads

SR Zhou, ZY Li, SY Feng, H Zhu, SB Kang - Construction and Building …, 2021 - Elsevier
In this paper, a new bolted beam-column connection comprising of top-and-seat steel
angles and bolts was used in timber frames and its influence on structural behaviour was …

Analysis of the mechanical behavior of bolted joints with slotted-in steel plate considering the move path of rotation center for single-layer timber reticulated shell

B Lu, W Lu, K Wang, W Luo - Journal of Building Engineering, 2024 - Elsevier
The mechanical behavior of the bolted joints with slotted-in steel plate plays an important
role in maintaining the stability of single-layer timber reticulated shell, yet methods to …

Experimental study and theoretical analysis on the flexural behavior of glulam bolted joints with prestressed steel strips

H Liu, J Zhao, S Zhao, S Yang, Z Chen - Engineering Structures, 2022 - Elsevier
The glulam bolted joint with prestressed steel strips was proposed and investigated
systematically. Experimental study was conducted considering the variation of pre-strain of …

Analysis of rotational stiffness of the timber frame connection

M Johanides, L Kubíncová, D Mikolášek, A Lokaj… - Sustainability, 2020 - mdpi.com
Initially, timber was considered only as an easily accessible and processable material in
nature; however, its excellent properties have since become better understood. During the …