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Formulas for natural frequency and mode shape
Robert D. Blevins,R. Plunkett +1 more
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The article was published on 1979-01-01 and is currently open access. It has received 2002 citations till now. The article focuses on the topics: Natural frequency & Normal mode.read more
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Screen printing of a capacitive cantilever-based motion sensor on fabric using a novel sacrificial layer process for smart fabric applications
TL;DR: In this paper, four cantilevers with different lengths have been printed on fabric using a five-layer structure with a sacrificial material underneath the cantilever, and the sacrificial layer is subsequently removed at 160 °C for 30 min.
Dissertation
Nonlinear control and synchronization of multiple Lagrangian systems with application to tethered formation flight spacecraft
TL;DR: Thesis (Sc. D.) as discussed by the authors, Mass. Institute of Technology, Dept. of Aeronautics and Astronautics, 2007, Boston, MA, United States.
Journal ArticleDOI
A note on vibrations of generally restrained beams
C. Kameswara Rao,S. Mirza +1 more
TL;DR: In this paper, the exact frequency and normal mode shape expressions for generally restrained Bernoulli-Euler beams with unsymmetrical translations and rotations at either end were derived.
Journal ArticleDOI
The use of pseudo-faults for novelty detection in SHM
TL;DR: In this article, the authors explore the potential of a simple experimental strategy, which involves adding masses to the structure, in the attempt to extract features for novelty detection, and show similar patterns in both cases which suggests a potential use of the method for higher level damage detection.
Journal ArticleDOI
Timoshenko Beam-Column with Generalized End Conditions and Nonclassical Modes of Vibration of Shear Beams
TL;DR: In this article, the authors derived the characteristic equations for the undamped natural frequencies and the corresponding modes of vibration of a two-dimensional (2D) Timoshenko beam-column with generalized support conditions (i.e., with semirigid flexural restraints and lateral bracings as well as lumped masses at both ends).