Vibrations And Stability Of Bernoulli-Euler And Timoshenko Beams On Two-Parameter Elastic Foundation
The vibration and stability analysis of uniform beams supported on two-parameter elastic foundation are performed. The second foundation parameter is a function of the total rotation of the beam. The effects of axial force, foundation stiffness parameters, transverse shear deformation and rotatory i...
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| Format: | Article |
| Language: | English |
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Polish Academy of Sciences
2014-12-01
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| Series: | Archives of Civil Engineering |
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| Online Access: | http://www.degruyter.com/view/j/ace.2014.60.issue-4/ace-2014-0029/ace-2014-0029.xml?format=INT |