Improved dynamic correction method in seismic analysis of both classically and non-classically damped structures.
A step bystep approximate procedure taking into consideration high frequency modes, usually neglected in the modal analysis of both classically and non-classical damped structures, is presented. This procedure can be considered as an extension of traditional modal correction methods, like the mode a...
| Publicat a: | Earthquake engineering & structural dynamics. 30, 4 (2001). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
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