Load-carrying capacity of steel-to-timber joints with a pretensioned bolt

A Awaludin, T Hirai, T Hayashikawa, Y Sasaki - Journal of Wood Science, 2008 - Springer
Previous experimental studies reported that bolt pretensioning greatly increases the initial
stiffness and load-carrying capacity of bolted joints. It is also a matter of great importance to …

Reversed-cyclic behavior of a novel heavy timber tube connection

AJ Leijten, S Ruxton, H Prion, F Lam - Journal of Structural …, 2006 - ascelibrary.org
The provision of ductile connections is a critical element that is often lacking in the design of
a heavy timber structure to resist seismic loads. During the last decade, a novel connection …

A finite element analysis of bearing resistence of timber loaded through a steel plate

A Awaludin, T Hayashikawa… - Civil Engineering …, 2012 - research.tue.nl
Decrease projected length of bolts due to bending deformation in timber joints compresses
the steel washers onto timber member and increases lateral resistance of the joints. As this …

[PDF][PDF] Development of cold formed steel-timber composites for roof structures: Connection systems

A Awaludin, AD Danastri… - International Journal of …, 2016 - researchgate.net
Cold formed steel has relatively high width-to-thickness ratio elements, which causes it to
buckle easily. Combining it with timber laminas would be an effective solution for reducing …

[PDF][PDF] Loading resistance of bolted timber joints beyond their Yield-loads

A Awaludin, T Toshiro Hayashikawa… - Proceedings of the …, 2010 - researchgate.net
This paper focused on loading resistance of bolted timber joints beyond their yieldloads,
which may be expected under high ground motion. Two types of bolted joint were …

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A Awaludin, AD Danastri, B Supriyadi