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An elastic model is established to estimate the deflection behavior and the effects of its geometric relationship.
In order to undertake a rapid evaluation of deflection of the composite deck, an equation is proposed to estimate the deflection at the mid-span of the GFRP composite bridge deck based on the FEM results.
An analytical approach based on the principle of two-stage method and incremental method is proposed to estimate the deflection of subway tunnels induced by adjacent excavations.
From this study, some useful conclusions may be dawn as follows: (1) An analytical approach based on the principle of two-stage method and incremental method is proposed to estimate the deflection of subway tunnels induced by adjacent excavations.
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The measured elastic moduli and water vapour resistances are applied to estimate the deflections of a pressurized membrane channel supported by a screen with square openings and the energy transfer effectiveness of an energy recovery system consisting of two liquid-to-air membrane energy exchangers.
This paper describes the development of simple approaches in estimating the deflection of FRP reinforced concrete members subjected to flexural stresses.
The study includes the definition of a correction factor that accounts for the effects of changing the elastic modulus on the glass panel strength, as well as an expression to estimate the maximum deflection at the center of the glass panel.
In general, the analytical method allows a convenient and rapid approach to estimate the tunnel deflection for engineers.
By applying the classical beam theory, Kim and Cho [100] rearranged the formula to estimate the continuous deflection profile by using strains measured directly from several points equipped with the fiber Bragg sensor.
The cantilever stiffness was first calibrated by performing a force curve on the stiffer glass-bottom dish to estimate the photodetector deflection sensitivity, and then by using the thermal noise fluctuation method (Hutter and Bechhoefer, 1993).
From the linear fit of the force deflection curve, we estimated the bending stiffness of the cantilever beam.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com