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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Bibliographic Details
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
Series:Vietnam Journal of Mechanics
Online Access:https://vjs.ac.vn/index.php/vjmech/article/view/10010
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