Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Comparison of the numerical damping ratio for μn=0.75

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Comparison of the numerical damping ratio for μn=0.75 and δ=0.35

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Comparison of the spectral radius for μn=0.75

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Displacement responses for top story of two stories shear building

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: n-DOF spring-mass system for Example 2 [18]

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Comparison of the relative period error for μn=0.75

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Two stories shear building of Example 1

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Displacement responses for bottom story of two stories shear building

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Comparison of displacement errors of 200DOF system

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Displacement responses of 50DOF system

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Comparison of displacement errors of 50DOF system

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Displacement responses of 100DOF system

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Comparison of displacement errors of 100DOF system

Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: A New Unconditionally Stable Time Integration Method for Analysis of Nonlinear Structural Dynamics J. Appl. Mech. 2013;80(2):021024-021024-12. doi:10.1115/1.4007682 Figure Legend: Displacement responses of 200DOF system