Modal analysis of damaged structures by the modified finite element method
The classical 3D beam element has been modified and developed as a new finite element for vibration analysis of frame structures with flexible connections and cracked members. The mass and stiffness matrices of the modified elements are established basing on a new form of shape functions, which are...
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| Main Authors: | Nguyen Cao Menh, Nguyen Tien Khiem, Dao Nhu Mai, Nguyen Viet Khoa |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Publishing House for Science and Technology
1998-03-01
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| Series: | Vietnam Journal of Mechanics |
| Online Access: | https://vjs.ac.vn/index.php/vjmech/article/view/10010 |
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