Generalized-α Time Integration Solutions for Hanging Chain Dynamics

Author:

Gobat Jason I.1,Grosenbaugh Mark A.2,Triantafyllou Michael S.3

Affiliation:

1. Postdoctoral Invest., Dept. of Physical Oceanography, Woods Hole Oceanographic Institution, Mail Stop No. 29, Woods Hole, MA 02543.

2. Associate Scientist, Dept. of Applied Ocean Physics and Engineering, Woods Hole Oceanographic Institution, Mail Stop No. 7, Woods Hole, MA 02543.

3. Professor, Dept. of Ocean Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference22 articles.

1. Numerical simulation of undersea cable dynamics

2. Bending stiffness in a simulation of undersea cable deployment.;Burgess J. J.;Int. J. Offshore Polar Eng.,1993

3. Chatjigeorgiou I. K. and Mavrakos S. A. (1999). “Comparison of numerical methods for predicting the dynamic behavior of mooring lines.” Proc. 9th Int. Offshore and Polar Engineering Conf. Brest France.

4. Chiou R. B. and Leonard J. W. (1991). “Nonlinear hydrodynamic response of curved singly connected cables.” Computer modeling in ocean engineering Balkena Rotterdam 407–415.

5. A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method

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