Random vibration of single degree of freedom bilinear system subjected to white noise excitation.

Date

1973

Author

Cakir, Dogan

Metadata

Show full item record

Item Usage Stats

131
views

0
downloads

URI

https://hdl.handle.net/11511/3888

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Random vibration of elasto plastic systems with one degree of freedom subjected to earthquake excitation. Helvaci, Ibrahim; Department of Civil Engineering (1973)
Nonlinear free vibration of double walled carbon nanotubes by using describing function method with multiple trial functions Ciğeroğlu, Ender (2012-09-01) In this paper, nonlinear free vibration of double walled carbon nanotubes (DWCNTs) embedded in an elastic medium with geometric nonlinearity and interlayer van der Waals force nonlinearity are studied. The motion of the DWCNT is represented by multiple eigenfunctions of the linear system which are referred as trial functions. Describing function method (DFM) is employed in order to represent the nonlinear forces as a multiplication of a nonlinear stiffness matrix and a displacement vector, which made it pos...
Nonlinear free vibrations of curved double walled carbon nanotubes using differential quadrature method Ciğeroğlu, Ender (Elsevier BV, 2014-11-01) Nonlinear free vibration analysis of curved double-walled carbon nanotubes (DWNTs) embedded in an elastic medium is studied in this study. Nonlinearities considered are due to large deflection of carbon nanotubes (geometric nonlinearity) and nonlinear interlayer van der Waals forces between inner and outer tubes. The differential quadrature method (DQM) is utilized to discretize the partial differential equations of motion in spatial domain, which resulted in a nonlinear set of algebraic equations of motion...
Nonlinear Vibrations of a Flexible L-shaped Beam Using Differential Quadrature Method Samandari, Hamed; Ciğeroğlu, Ender (2015-02-05) Flexible L-shaped beams are integrated sub-components of several navy and space structures where overall response of the system is affected by these structures. Hence, an understanding of the dynamical properties of these structural systems is required for their design and control. Recent studies show that the dynamic response of beam like structures undergoing large deformation is nonlinear in nature where phenomenon such as jump and chaotic response can be detected. In this study, nonlinear free vibratio...
SPONTANEOUS BREAKING OF LORENTZ SYMMETRY AND VERTEX OPERATORS FOR VORTICES Balachandran, A. P.; Kürkcüoğlu, Seçkin; De Queiroz, A. R. (World Scientific Pub Co Pte Lt, 2013-03-14) We first review the spontaneous Lorentz symmetry breaking in the presence of mass-less gauge fields and infraparticles. This result was obtained long time ago in the context of rigorous quantum field theory (QFT) by Frohlich, Morchio and Strocchi [Ann. Phys. 119, 241 (1979); Phys. Lett. B 89, 61 (1979)] and reformulated by Balachandran and Vaidya (arXiv:1302.3406) using the notion of superselection sectors and directiondependent test functions at spatial infinity for gauge transformations. Inspired by these...

Citation Formats

D. Cakir, “Random vibration of single degree of freedom bilinear system subjected to white noise excitation.,” Middle East Technical University, 1973.