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The semi-rigid beam analysis is recast to quantify the reduction in serviceability limit loads with increasing beam slenderness.
In-plane elastic properties of mass timber panels are critical in serviceability design, especially when two-dimensional mechanical behaviour is considered.
The uncertainty of the cracking strength determined experimentally or numerically reduces confidence in serviceability limit state design when compared with strength limit state design.
Then we reveal the multi-objective optimization nature of RDO, and circumvent the difficulties in serviceability loss estimation by replacing scalar total cost with high-dimensional objective vector.
The main parameters of the study include serviceability moment, ultimate moment capacity, flexural stiffness in serviceability and post cracked conditions, crack width development, crack spacing and failure mode.
Representative values of actions used in serviceability load combinations are often defined in a way that the fraction of time spent above a given load level should be limited to a certain value.
Similar(52)
These two specimens had difference of 6.0 % in the first cracking load, 0%% in the serviceability load, 1.3 % in the ultimate load, and 2.6 % in the energy absorption.
The two specimens showed a difference of 0%% in the first cracking load, 0.4 % in the serviceability load, 2.4 % in the ultimate load, and 2.0 % in the energy absorption.
Similar results are obtained when the results of specimens (ESS) and (ESC) were compared where the calculated differences were (6.0 %) in the first cracking load, (0 %) in the serviceability load, (2.6 %) in the ultimate load, and (2.5 %) in the energy absorption.
Using lightweight brick core resulted in a decrease in the serviceability load and energy absorption relative to the conventional concrete beams regardless of the type of steel mesh used.
This work should find use in the serviceability assessment of low-frequency footbridges in engineering practice.
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