Vibration of Beam by finite element method and Newmark
Solve the vibration of Euler-Bernoulli beam (including calmped-free and simply-supported).
First the finite element method is used to discretize the domain and produce a linear second-order ODE
Then the ODE is numerically integrated in time domain by Newmark method
Cite As
zhanchao huang (2024). Vibration of Beam by finite element method and Newmark (https://www.mathworks.com/matlabcentral/fileexchange/71645-vibration-of-beam-by-finite-element-method-and-newmark), MATLAB Central File Exchange. Retrieved .
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1.0.6 | **************************************** |
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1.0.5 | add version for general boundary condiitons (translational nad rotational spring) |
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1.0.4 | add an expamle of external forces |
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1.0.3 | i don't know how to upload multiple files |
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1.0.2 | add some comments |
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1.0.1 | add some comments |
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1.0.0 |