The effect of support motion on structures: a study of the use of harmonic analysis
A single-degree of freedom rigid framed structure with variable loading is studied under the influence of five artificial earthquakes applied directly by use of the lumped-impulse numerical integration method and indirectly by converting the psuedo-accelero-grams of the artificial earthquakes into a...
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| Format: | Others |
| Language: | en |
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Virginia Polytechnic Institute
2016
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| Online Access: | http://hdl.handle.net/10919/64579 |