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): doi: /
Figure Legend:
Comparison of the numerical damping ratio for μn=0.75

2. 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): doi: /
Figure Legend:
Comparison of the numerical damping ratio for μn=0.75 and δ=0.35

3. 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): doi: /
Figure Legend:
Comparison of the spectral radius for μn=0.75

4. 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): doi: /
Figure Legend:
Displacement responses for top story of two stories shear building

5. 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): doi: /
Figure Legend:
n-DOF spring-mass system for Example 2 [18]

6. 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): doi: /
Figure Legend:
Comparison of the relative period error for μn=0.75

7. 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): doi: /
Figure Legend:
Two stories shear building of Example 1

8. 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): doi: /
Figure Legend:
Displacement responses for bottom story of two stories shear building

9. 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): doi: /
Figure Legend:
Comparison of displacement errors of 200DOF system

10. 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): doi: /
Figure Legend:
Displacement responses of 50DOF system

11. 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): doi: /
Figure Legend:
Comparison of displacement errors of 50DOF system

12. 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): doi: /
Figure Legend:
Displacement responses of 100DOF system

13. 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): doi: /
Figure Legend:
Comparison of displacement errors of 100DOF system

14. 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): doi: /
Figure Legend:
Displacement responses of 200DOF system