Numerical analysis for the dynamic response of lumped-mass systems subjected to a bilinear resistance function
The objective of this paper is to present a procedure to determine the inelastic responses of single-degree of freedom, as well as multi-degree of freedom, structures under one-directional dynamic loading condition. The single-degree of freedom system, in damped and undamped cases, is idealized as a...
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| Format: | Thesis |
| Language: | English |
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