The approximation function of bridge deck vibration derived from the measured eigenmodes
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Publication:1787048
DOI10.1515/amcs-2017-0056zbMath1396.70025OpenAlexW2783863691MaRDI QIDQ1787048
Magdaléna Komorníková, Milan Sokol, Miguel X. Rodríguez, Tomáš Bacigál
Publication date: 26 September 2018
Published in: International Journal of Applied Mathematics and Computer Science (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1515/amcs-2017-0056
spectral analysisdistributed parameter systemregression splineeigenmode approximationeigenmode derivatives
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Cites Work
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- A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams
- Approximation of a linear dynamic process model using the frequency approach and a non-quadratic measure of the model error
- Vibration–based structural damage identification
- Derivatives of eigenvalues and eigenvectors of a general complex matrix
- Comparison of several approximate modal methods for computing mode shape derivatives
- Spectral Analysis of Nonuniformly Sampled Data: A New Approach Versus the Periodogram
- An Introduction to Statistical Learning
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