A time stepping method in analysis of nonlinear structural dynamics
In this paper a new method is proposed for the direct time integration method for structural dynamics problems. The proposed method assumes second order variations of the acceleration at each time step. Therefore more terms in the Taylor series expansion were used compared to other methods. Because...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of West Bohemia
2011-12-01
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| Series: | Applied and Computational Mechanics |
| Subjects: | |
| Online Access: | http://www.kme.zcu.cz/acm/index.php/acm/article/view/128/122 |