Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: The beam resting on the elastic foundation

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Planar natural frequency spectrum of the clamped-free beam for different K1

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Modal contributions to nonlinear coefficients of C-F beam: (a) stiff-soil beam; (b) soft-soil beam

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Pareto chart of the effective nonlinear coefficients

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Frequency-response curves of the beam on the elastic foundation with f1=0.006 when Ω≈ω1: (a) stiff-soil beam; (b) soft-soil beam

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Force-response curves of the beam on the elastic foundation with σ2=0.04 when Ω≈ω1: (a) stiff-soil beam; (b) soft-soil beam

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Periodic solution branch of the modulation equations when Ω≈ω1: (a) stiff-soil beam; (b) soft-soil beam

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: The time-period of the periodic solutions

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Frequency-response curves of the beam on the elastic foundation with f2=0.010 when Ω≈ω2: (a) stiff-soil beam; (b) soft-soil beam

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Force-response curves of the beam on the elastic foundation with σ2=0.10 when Ω≈ω2: (a) stiff-soil beam; (b) soft-soil beam

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Periodic solution branch of the modulation equations of soft-soil beam when Ω≈ω2

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: The quasi-periodic solution of the modulation equations with σ2=0.154: (a) time history; (b) Fourier spectrum; (c) Poincaré section

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: The chaotic solution of the modulation equations with f2=0.011: (a) phase portrait; (b) Fourier spectrum; (c) Poincaré section

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: The shear force of the clamped-free beams and kinetic energy of the soil medium when (a) (c): Ω≈ω1, (b) (d): Ω≈ω2

Date of download: 11/14/2017 Copyright © ASME. All rights reserved. From: Three-to-One Resonant Responses of Inextensional Beams on the Elastic Foundation J. Vib. Acoust. 2013;135(1):011015-011015-10. doi:10.1115/1.4007019 Figure Legend: Modal contributions to nonlinear coefficients: (a) hinged-free beam; (b) free-free beam