Free Vibrations of Taut Cable with Attached Damper. I: Linear Viscous Damper

Author:

Main J. A.1,Jones N. P.2

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Johns Hopkins Univ., 207 Latrobe Hall, 3400 N. Charles Str., Baltimore, MD 21218.

2. Professor and Chair, Dept. of Civil Engineering, Johns Hopkins Univ., 207 Latrobe Hall, 3400 N. Charles Street, Baltimore, MD 21218.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference16 articles.

1. Carne T. G. (1981). “Guy cable design and damping for vertical axis wind turbines.” Rep. No. SAND80-2669 Sandia National Laboratories Albuquerque N.M.

2. Iwan W. D. and Jones N. P. (1984). “NATFREQ users manual–a Fortran IV program for computing the natural frequencies mode shapes and drag coefficients for taut strumming cables with attached masses and spring-mass combinations.” Laboratory Rep. No. CR94.026 Dept. Naval Civil Engineering.

3. Zur frage der seilschwingungen und der seildämpfung.;Kovacs I.;Bautechnik,1982

4. Vibrations of a Taut Cable With an External Damper

5. Main J. A. and Jones N. P. (1999) “Full-scale measurements of stay cable vibration.” Proc. 10th Int. Conf. on Wind Engineering Balkema Rotterdam The Netherlands 963–970.

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