SIMPLIFICATION OF FINITE ELEMENT MODELS
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S. CORN; J. PIRANDA; N. BOUHADDI
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Article
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2000
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Elsevier Science
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English
โ 338 KB
A method for simplifying "nite element models of structures having a beam-like global dynamical behaviour is presented. This method is based on the use of a general uniform beam "nite element formulation. It takes into account both transverse shear e!ects and dynamical coupling between bending and t