A SIMPLIFIED METHOD FOR NATURAL FREQUENCY ANALYSIS OF A MULTIPLE CRACKED BEAM

By N. T. Khiem, T. Lien. 2001

192 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/cec5f2d56ceca077b40967c833d4922bfc55037c

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. Ivo Caliò
2. Salvatore Caddemi
3. Francesco Cannizzaro
4. Alessandro Palmeri
5. A. Cicirello

In Mechanical Engineering

1. Salvatore Caddemi
2. Ivo Caliò
3. Francesco Cannizzaro
4. Alessandro Palmeri
5. A. Cicirello

Citations in the corpus

• Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks (2009, methodology): “In recent years, greater attention has been devoted to the solution of the direct analysis problem of vibrating beams in the presence of multiple concentrated cracks [20–26].”
• Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports (2013, methodology): “Substantial improvements towards more efficacious solution procedures of beams in presence of discontinuities are represented by the adoption of the transfer matrix method [7], relating the state variables at the end of each sub-beam with the values at the first end and the approach proposed in [8,9”