An iterative modal analysis approach is developed to determine the e!ect of transverse cracks on the dynamic behavior of simply supported undamped Bernoulli}Euler beams subject to a moving mass. The presence of crack results in higher de#ections and alters the beam response patterns. In particular,
โฆ LIBER โฆ
Dynamic response of systems subject to moving mass excitations
โ Scribed by M.H. Skeer; J.A. Hribar
- Publisher
- Elsevier Science
- Year
- 1969
- Tongue
- English
- Weight
- 797 KB
- Volume
- 287
- Category
- Article
- ISSN
- 0016-0032
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