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Joints made with glued-in steel rods have many possibilities in the design of timber structures.
This paper describes the development of an iterative procedure for the design of timber columns.
Consequently, the current version of the N2 proposed spectrum may be inadequate for the design of timber systems.
The design of timber I-beams with glued OSB web is currently based on simplified analytical model and experimental works.
Given that in the current European standards for the design of timber structures, timber-to-timber joint type is solved only for squared timber.
However, as the design of timber structures is moving from prescriptive to performance based, there is a need for the development of material models that can be used in numerical simulations to predict fire resistance.
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Genetic algorithms constitute an effective optimisation tool for the design of heavy timber trusses.
This paper presents the results of the ongoing work on the revision of the provisions for the seismic design of timber buildings in Europe included within Chapter 8 of Eurocode 8.
The purpose of the following research is to designate the fire technical properties for clay plaster for the fire design of timber structures.
This manuscript represents the authors' point of view on the basis of a scientific research background and the design common practice regarding different key aspects in the seismic design of timber structures.
The fire design of timber structures usually take into account both the loss in cross-section due to charring of wood and the temperature-dependent reduction of strength and stiffness of the uncharred residual cross-section.
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