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The present study involves computation of stochastic sensitivity of structures with uncertain structural parameters subjected to random earthquake loading.
In the literature of Civil Engineering, the sensitivity of structures to the local damage which can cause a progressive collapse is called Robustness Index.
In this paper, the inadequacy of the power regression based model employed so far for estimating the normal depth in these conduits was presented based on the relative hydraulic sensitivity of structures.
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The sensitivity of structure-switchable electrochemical DNA (E-DNA) sensors is generally limited by the irremovable redox labels that are close to or distant from the sensing interface.
Then, a method of fine tuning the resonant frequency of PC-RSCDF is proposed by adjusting the radius of insensitive rods which have weak coupling interaction with the light and the sensitivity of structure can be decreased, and the resonant frequency can be shifted to the sideband frequency of double side band (DSB) signal accurately.
This paper investigates the environmental and economic sensitivity of coastal structures for two different construction methods; a traditional rubble mound structure and a geotube coastal structure using dredged material.
Nonlinear sensitivity analysis of structures under seismic loading is very complicated.
This paper is concerned with the parameter sensitivity analysis of structures undergoing large displacements.
The singular value decomposition (SVD) is employed for design sensitivity analysis of structures.
In the response sensitivity analysis of structures at ambient temperature, prior research has shown that the direct differentiation method provides improved accuracy and efficiency in comparison to the finite difference method.
The ratio of slopes of these segments, i.e., the ratio of the sensitivities of structured and standard sensors in this range of n, amounts to 2.4. Figure 3b (curve 2) shows the same dependences for the structured Au sensor with a greater depth of relief (21 nm).
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