Results 71 to 80 of about 5,431,490 (128)
, 2010 This paper shows that the transient response of a plate undergoing flexural vibration can be calculated accurately and efficiently using the natural frequencies and modes obtained from the superposition method.
Ilanko, Sinniah, Yusuke, Mochida
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, 2016 An exact method for free vibration analysis of plates with arbitrary boundary conditions is presented. This is achieved by integrating the spectral method into the classical dynamic stiffness method.
Liu, X., Banerjee, J. R.
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Crack localisation in frames using natural frequency degradations
, 2015 A new method is devised for locating a single crack in a frame using natural frequency degradations. Simulated noise free and contaminated natural frequency measurements are considered. The frame is discretised into a number of points.
Kennedy, David +2 more
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Identification of material parameters in Timoshenko frames
, 2012 The dynamic stiffness method and the Wittrick-Williams algorithm have been used herein to evaluate the natural frequencies of a Timoshenko frame. It is possible to represent with a surface the dependance of each frequency on the structure's material ...
PAU, Annamaria, Annalisa Greco
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Symplectic Analysis for Wrinkles: A Case Study of Layered Neo-Hookean Structures
, 2017 Wrinkles are widely found in natural and engineering structures, ranging from skins to stretchable electronics. However, it is nontrivial to predict wrinkles, especially for complicated structures, such as multilayer or gradient structures.
Teng Zhang
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Bayesian learning for multi-agent coordination
, 2009 Multi-agent systems draw together a number of significant trends in modern technology: ubiquity, decentralisation, openness, dynamism and uncertainty. As work in these fields develops, such systems face increasing challenges.
Allen-Williams, Mair
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Advances in parameter estimation techniques applied to flexible structures
, 1994 In this work, various parameter estimation techniques are investigated in the context of structural system identification utilizing distributed parameter models and 'measured' time-domain data. Distributed parameter models are formulated using the PDEMOD
Zimmerman, David C., Maben, Egbert
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Free vibration analysis of plates and shells by using the Superposition Method
, 2010 This thesis is devoted to investigate the capability of the Superposition Method for obtaining the transient response of plates and the natural frequencies of thin doubly curved shallow shells.
Mochida, Yusuke
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Free vibration of functionally graded beams and frameworks using the dynamic stiffness method
, 2018 J. Banerjee, A. Ananthapuvirajah
semanticscholar +1 more source