Search results for "Vibration response"

showing 2 items of 2 documents

Assessment of regional ventilation distribution: comparison of vibration response imaging (VRI) with electrical impedance tomography (EIT)

2013

BACKGROUND: Vibration response imaging (VRI) is a bedside technology to monitor ventilation by detecting lung sound vibrations. It is currently unknown whether VRI is able to accurately monitor the local distribution of ventilation within the lungs. We therefore compared VRI to electrical impedance tomography (EIT), an established technique used for the assessment of regional ventilation. METHODOLOGY/PRINCIPAL FINDINGS: Simultaneous EIT and VRI measurements were performed in the healthy and injured lungs (ALI; induced by saline lavage) at different PEEP levels (0, 5, 10, 15 mbar) in nine piglets. Vibration energy amplitude (VEA) by VRI, and amplitudes of relative impedance changes (rel.ΔZ) …

Diagnostic ImagingPathologymedicine.medical_specialtyAnatomy and PhysiologyCritical Care and Emergency MedicinePulmonologyVibration Response ImagingSwineRespiratory SystemLung soundlcsh:MedicineVibrationModel OrganismsRespiratory FailureAnesthesiologyBedside TechnologyElectric ImpedancemedicineMedical imagingAnimalsRespiratory Physiologyddc:610lcsh:ScienceTomographyBiologyElectrical impedance tomographyAnesthesiology MonitoringPhysicsAnalysis of VarianceModels StatisticalAnesthesiology TechnologyMultidisciplinarylcsh:RAnimal Modelsrespiratory systemrespiratory tract diseasesPulmonary imagingSpirometryBreathingMedicinelcsh:QTomographyPulmonary VentilationResearch ArticleBiomedical engineering
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On the moving load problem in Euler–Bernoulli uniform beams with viscoelastic supports and joints

2016

This paper concerns the vibration response under moving loads of Euler–Bernoulli uniform beams with translational supports and rotational joints, featuring Kelvin–Voigt viscoelastic behaviour. Using the theory of generalized functions to handle the discontinuities of the response variables at the support/joint locations, exact beam modes are obtained from a characteristic equation built as determinant of a (Formula presented.) matrix, for any number of supports/joints. Based on pertinent orthogonality conditions for the deflection modes, the response under moving loads is built in the time domain by modal superposition. Remarkably, all response variables are built in a closed analytical for…

Modal superpositionViscoelastic behaviourCharacteristic equationComputational Mechanics02 engineering and technologyClassification of discontinuities01 natural sciencesVibration responseOrthogonality conditionsymbols.namesakeBernoulli's principle0203 mechanical engineeringDeflection (engineering)0103 physical sciencesViscoelastic supports010301 acousticsMathematicsGeneralized functionMechanical EngineeringMathematical analysisCharacteristic equationMoving loadAnalytical formGeneralized function020303 mechanical engineering & transportsEuler's formulasymbolsBeam (structure)Acta Mechanica
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