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pfem [2019/01/11 14:52] – giovane | pfem [2020/01/21 17:46] (current) – admin |
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{{ :pfem:grafico1.png?nolink&512 }} Figure 1 - Cantilever beam under point load: linear analysis. Vibration amplitude. | {{ :pfem:grafico1.png?nolink&512 }} Figure 1 - Cantilever beam under point load: linear analysis. Vibration amplitude. |
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{{ :pfem2:grafico1.png?nolink&512 }} Figure 1 - Cantilever beam under point load: linear analysis. Vibration amplitude. | |
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{{ :pfem:grafico2.png?nolink&512 }} Figure 2 - Fixed beam under point load: non linear analysis. Comparison between linear and non linear vibration amplitude. | {{ :pfem:grafico2.png?nolink&512 }} Figure 2 - Fixed beam under point load: non linear analysis. Comparison between linear and non linear vibration amplitude. |
The full text in Portuguese can be downloaded at [[http://www.teses.usp.br/teses/disponiveis/18/18134/tde-23042018-103653/pt-br.php|http://www.teses.usp.br/teses/disponiveis/18/18134/tde-23042018-103653/pt-br.php]] | The full text in Portuguese can be downloaded at [[http://www.teses.usp.br/teses/disponiveis/18/18134/tde-23042018-103653/pt-br.php|http://www.teses.usp.br/teses/disponiveis/18/18134/tde-23042018-103653/pt-br.php]] |
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| Authors: |
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| Giovane Avancini |
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| Rodolfo A. K. Sanches |
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