Dynamic Behavior of Stay Cables with Rotational Dampers

Author:

Impollonia Nicola123,Ricciardi Giuseppe123,Saitta Fernando123

Affiliation:

1. Associate Professor, Dipartimento ASTRA, Università di Catania, Via delle Maestranze 99, 96100 Siracusa, Italy.

2. Associate Professor, Dipartimento di Ingegneria Civile, Università di Messina C.da di Dio, 98166 Villaggio S. Agata, Messina, Italy.

3. Ph.D. Student, Dipartimento di Ingegneria Civile, Università di Messina C.da di Dio, 98166 Villaggio S. Agata, Messina, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference28 articles.

1. Damping of Taut-Cable Systems: Two Dampers on a Single Stay

2. Wind modes for structural dynamics: a continuous approach

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

4. Digital generation of multivariate wind field processes

5. Bending Fatigue of Cable Stays

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