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Many of concrete structures during their working life are subjected to influence of different unfavorable factors that can decrease within time their capacity and serviceability, which finally ends with the need of application of appropriate rehabilitation measures or structure demolition.
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However in the design of beams the performance of the structural elements is often limited by the serviceability requirements, which are related to the serviceability limit state (SLS) using different load combinations than applied in the ultimate limit state.
Hence, there is currently no single internationally accepted occupant comfort serviceability criteria which set a design standard for satisfactory levels of wind-induced vibration in tall buildings.
The present investigation is done by finite element method and is focused on serviceability aspect which is a potential area of ongoing works in case of reinforced soil walls.
Under this, it considers the serviceability limit state requirements, which are mainly concerned with the deflection of structures.
The design of concrete beams reinforced with fibre reinforced polymer (FRP) bars is often governed by the serviceability limit state, in which deflections play an important role.
Though the strength capacity of these buildings is adequate for safety requirement under wind excitation, the stiffness lessened might cause excessive displacements and accelerations on which building serviceability and comfort of occupants depend.
The results of the parametric studies have been utilised as the basis for design provisions for bearing failure in stainless steel bolted connections that cover both the ultimate and the serviceability limit states and which are both more economic and more straightforward than the present EC3 provisions.
Minimal add-ons on spacecraft to enhance their serviceability may protect them for a changing future in which satellite servicing may become mainstream.
The outcomes of the NNM are predictive serviceability condition for individual pipes, which is essential for planning proactive maintenance programs, and ranking of pipe factors that potentially contribute to the serviceability deterioration.
By conducting studies on a comprehensive set of possible scenarios, it is anticipated that better understanding of extreme events of long-span bridges from the perspectives of strength and serviceability design will be achieved, which may contribute to the future design specification about long-span bridges.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com