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This thorough investigation of the co-development structures clearly shows the "bridging" characteristics of these intermediate participation-enabling layers, which facilitate co-development of executable specifications across subsystems.
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Table 2 Bridge characteristics and observed area.
By appropriate value of duty cycle it is possible to achieve the conventional half-bridge characteristics.
The proposed circuits maintain the bridge characteristics of a simple architecture and an easy estimation technique.
The bridge characteristics are represented by their uncertain reliability index profiles.
The results show that the combination rule is tributary of both ground motion and bridge characteristics.
Also, the movement and damage severity can be identified using the dynamic bridge characteristics obtained from GPS.
A set of numerical bridge models that accounts for geometric and material uncertainties according to the California bridge characteristics is created in OpenSees.
Detailed nonlinear analytical models capturing the bridge characteristics within a design era are developed and nonlinear time history analysis is employed to develop analytical fragility curves.
The parameters examined include bridge characteristics (span length, girder spacing, and girder stiffness) and vehicular properties (wheel-line spacing, number of axles, and weight).
The main objective of this research is to evaluate if potential asymmetries in the bridge characteristics can be a probable reason that explain deck rotation observed in straight bridges.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com