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This chapter addresses methodological aspects of serviceability evaluation of composite and hybrid structures undergoing changes in operational loading.
Predicting the dynamic response of these structures due to crowd bouncing load has therefore become a critical aspect of structural vibration serviceability evaluation during live concerts or other large entertainments in public structures.
The imparted analytical approach represents an attempt to advance the accuracy of serviceability evaluation based on the kinetic theory of fracture and other well-justified physical and math models.
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In this paper the problems connected to the effective width evaluation for serviceability and ultimate analysis of steel concrete composite beams are analyzed.
It was found that the evaluation of serviceability in cracking by the four specifications have provided quite different results according to the bond coefficient, allowable crack width as well as the equivalent reinforcement ratio.
During the past years, a number of research programs have been directed toward the establishment of serviceability criteria for the evaluation of the dynamic behavior of floor systems under the action of human activities.
Most verifications at the ultimate and serviceability limit states involve the evaluation of the maximum value of a structural parameter and its comparison with a threshold.
This predictive approach to the evaluation of vibration serviceability has the advantage in that it can be used for non-standard timber floors with non-standard boundary conditions or floor plans.
This monitoring should allow the evaluation of the plant's safety and serviceability based on the criteria for critical states developed during the monitored operational period.
The developed prototype web-based CBR system can efficiently provide timely and accurate information in an efficient way and provide an alternative estimation tool that can be combined with other evaluation criteria, such as indexes of pavement serviceability and structure strength, to improve the decision making in relation to budget allocation.
The proposed serviceability criterion provides evidence that rational simplified design rules for the evaluation of the performance of a given floor system to an acceptable and confident degree can be developed without the need for elaborate computations.
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