FREE VIBRATION OF CENTRIFUGALLY STIFFENED UNIFORM AND TAPERED BEAMS USING THE DYNAMIC STIFFNESS METHOD

By J. Banerjee. 2000

224 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/bf56c105cfdc045caee77a56f1b4e58b9a8dd847

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. M. Filippi
2. Enrico Zappino
3. Erasmo Carrera
4. Lawrence N. Virgin
5. Alfonso Pagani
6. A. S. Sayyad
7. Y. Ghugal
8. Marco Petrolo

In Control and Systems Engineering

1. Erasmo Carrera
2. Lawrence N. Virgin
3. M. Filippi
4. Enrico Zappino

In Mechanics of Materials

1. M. Filippi
2. Enrico Zappino
3. Erasmo Carrera
4. Lawrence N. Virgin
5. Alfonso Pagani
6. A. S. Sayyad
7. Y. Ghugal
8. Marco Petrolo

Citations in the corpus

• Free vibration analysis of rotating composite blades via Carrera Unified Formulation (2013, methodology): “In the first test case, a thin rotating beam is considered and the non-dimensional results obtained in CUF form are compared with those presented in [1] in which the Dynamic Stiffness Method were employed.”
• Vibration of Axially Loaded Structures: Preface (2007, methodology): “A convenient method of handling this situation is the use of a dynamic stiffness approach [41, 42].”