Journal article

Effect of roof to wall connection stiffness variations on the load sharing and hold-down forces of Australian timber-framed houses

S Navaratnam, M Humphreys, P Mendis, KTQ Nguyen, K Zhang

Structures | Elsevier | Published : 2020


Roof to wall connections (RWCs) play a major role in wind load sharing and load transfer of timber-framed houses. The lack of coherence in the load sharing and load transfer can cause premature failure of timber-framed houses. Thus, it is essential to provide RWCs with adequate strength and stiffness, to ensure the dynamic roof wind loads are adequately shared and transferred through the structural system to the foundations. Typical construction defects in RWCs (i.e. missing nails) reduce the stiffness of the RWCs, introducing discontinuities in load paths, contributing to total roof failure under windstorms. This study combines realistic spatially and temporally varying wind loads, captured..

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University of Melbourne Researchers


Funding Acknowledgements

This study is part of the research conducted by Climate Adaptation Engineering for Extreme Events Cluster funded by CSIRO Land and Water Business Unit. The authors gratefully acknowledge the funding support of CSIRO and the assistance provided by Dr David Henderson and Prof. John Ginger from Cyclone Testing Station, James Cook University, Townsville, Australia.