From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Typical liquid storage tank with single deck floating roof

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a linear model for a ground motion acceleration amplitude of 1.42 m/s2 and an excitation frequency of 0.6 Hz. (a) Time history of wave elevation at roof edge, (b) time history of pressure at roof edge, and (c) FFT of wave elevation at roof edge.

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a linear model for a ground motion acceleration amplitude of 1.42 m/s2 and an excitation frequency of 0.4 Hz. (a) Time history of wave elevation at roof edge, (b) time history of pressure at roof edge, and (c) FFT of wave elevation at roof edge.

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a linear model for a ground motion acceleration amplitude of 1.42 m/s2 and an excitation frequency of 3 Hz. (a) Time history of wave elevation at roof edge, (b) time history of pressure at roof edge, and (c) FFT of wave elevation at roof edge.

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a nonlinear model for a ground motion acceleration amplitude of 1.42 m/s2 and an excitation frequency of 3 Hz. (a) Time history of wave elevation at roof edge, (b) time history of pressure at roof edge, and (c) FFT of wave elevation at roof edge.

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a nonlinear model for a ground motion acceleration amplitude of 2.84 m/s2 and an excitation frequency of 0.6 Hz. (a) Phase plane, (b) Poincare map, and (c) spectrum.

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a nonlinear model for a ground motion acceleration amplitude of 5.26 m/s2 and an excitation frequency of 0.6 Hz. (a) Phase plane, (b) Poincare map (50000 points), and (c) spectrum.

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a nonlinear model for a ground motion acceleration amplitude of 11.65 m/s2 and anexcitation frequency of 0.6 Hz. (a) Phase plane, (b) Poincare map (50000 points), and (c) spectrum.

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Bifurcation diagram of the roof edge displacement for increasing ground accelerations and an excitation frequency of 0.6 Hz

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Largest Lyapunov exponent associated to the bifurcation diagram (Fig. ) for an excitation frequency of 0.6 Hz

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Bifurcation diagram of the roof edge displacement for increasing ground accelerations and an excitation frequency of 0.5 Hz

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Largest Lyapunov exponent associated to the bifurcation diagram (Fig. ) for an excitation frequency of 0.5 Hz

From: Nonlinear Vibrations and Chaos in Floating Roofs Date of download: 10/12/2017 Copyright © ASME. All rights reserved. From: Nonlinear Vibrations and Chaos in Floating Roofs J. Comput. Nonlinear Dynam. 2012;7(2):021012-021012-13. doi:10.1115/1.4005437 Figure Legend: Response of a nonlinear model for a ground motion acceleration amplitude of 7.10 m/s2 and an excitation frequency of 0.5 Hz. (a) Phase plane, (b) Poincare map (50000 points), and (c) spectrum.