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The following variables were analysed: timber species, service life of the structure, features, treatment, structural condition, type of product (round or sawn timber), structural system, joint design and service conditions (end use of the building, environmental conditions, ventilation).
The design objective is the fatigue life of the structure.
From these test results, the life of the structure is predicted using the LCF model.
Target probabilities are chosen to minimize total expected costs over the service life of the structure.
In many cases, large numbers of response cycles may accumulate over the life of the structure.
A concrete structure when exposed to different environments, the life of the structure is drastically reduced.
Properties that influence initiation time are highly important in ensuring eligible service life of the structure.
So the initiation time of reinforcement corrosion will delay and the service life of the structure will increase.
This will allow that repaired component greater resistance against additional delamination cracking and prolong the life of the structure.
During the service life of the structure, the guys tension values can vary due to various circumstances.
The serviceability limit state and fatigue life of the structure are checked in order to assess the safety.
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