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The traditional structural system reliability theory for structural safety regarding combination of failure modes is first revisited.
A theory of multiple-actuator modal-space active damping (control) of individual structural vibration modes is first reviewed; then an experiment is described in which the control technique was applied to a laboratory beam-cable structure.
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This system, related directly to the eight church modes, was first demonstrated in the Frankish empire (c. 800) and is considered to be one of the achievements of the Carolingian Renaissance.
The coupled non-linear modes are first introduced.
In order to solve the contradiction between the motion velocity and the motion resolution, the coarse and the fine motion modes are first proposed on the SPAs application.
The conditions for the uncoupling of the torsional modes from the bending and extensional modes are first determined for a layered shell of revolution.
Here we systematically study the local lattice distortion near dilute IIIA-, IVand and VA-group substitutional dopants in Si crystal using density functional theory, and anomalous radial and angular strain relaxation modes are first revealed.
The specific radiation resistances of the basis modes are first determined as a set of invariants from which the modal radiation efficiency of the reinforced plate can be readily extracted.
In conclusion, the candidate mode is first selected by the conditional probability model.
The performance of the hybrid A/C system under compressor mode and hybrid mode is first analyzed theoretically at design conditions.
Using this method, the contact mode is first considered in comparison with the decoupled method, followed by a detailed analysis of the non-contact mode considering the effects of experimental conditions.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com