EFFECT OF SOIL FLEXIBILITY ON FREE VIBRATION OF SINGLE DEGREE OF FREEDOM SYSTEMS
The assumptions of frame supports being hinged or fully rigid; storey masses being concentrated at the floor levels; distributed masses and deformations of the columns being neglected are frequently seen in dynamic analysis of frames because of less effort in calculation. In practice, however, colum...
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| Format: | Article |
| Language: | English |
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Pamukkale University
2005-03-01
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| Series: | Pamukkale University Journal of Engineering Sciences |
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| Online Access: | http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089550 |