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Serviceability limit state for stresses was satisfied for the footbridge service life for both wind and pedestrian loads.
They verify the serviceability limit states.
Failures regarding serviceability limit state criteria do occur.
Both ultimate and serviceability limit states are considered.
The problems considered are the ultimate and serviceability limit state design of shallow foundations and ultimate and serviceability limit state design of deep foundations.
Being more vulnerable to corrosion problem, they have stringent requirements against serviceability limit state of crack.
The bending stiffness and the failure are well predicted for ultimate and serviceability limit states.
For medium-rise and taller buildings the serviceability limit state needs to be taken into account.
It was also assessed the importance of moisture intake in the fulfilment of serviceability limit states.
The design models are developed by considering both ultimate and serviceability limit states.
Small groups of persons should also be considered in view of serviceability limit state design.
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