The construction sector contributes significantly to climate change and energy consump-
tion. The decarbonization can be facilitated when energy- and resource- intensive materials such as
concrete is broadly replaced with renewable materials such as timber. An extensive utilisation of timber
in structures demands carefully defined and compulsory applied design rules that maximize the value
of the natural resource under consideration of environmental impacts. This largely exceeds the scope of
the decision rules in current structural design codes, which have been conceived with the primary ob-
jective of sufficient safety. The paper stresses the usefulness of risk-informed optimization approaches
for enhancing the decision scope of these rules with consideration of the environmental performance of
structures. Taking widely implemented life cycle assessment approaches as a basis, it is discussed how
existing optimization frameworks could be modified to this end, with emphasis on the global warming
potential of timber structures.
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