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POLA REGANGAN DINAMIS PADA BALOK KANTILEVER AKIBAT GETARAN BERFREKUENSI RENDAH

dc.contributor.authorSUDARISMAN, SUDARISMAN
dc.date.accessioned2017-11-23T04:39:44Z
dc.date.available2017-11-23T04:39:44Z
dc.date.issued2003-05
dc.identifier.citationSudarisman, 2003. Pola regangan dinamins pada balok kantilever akibat getaran berfrekuensi rendahen_US
dc.identifier.issn1411-061X
dc.identifier.urihttp://repository.umy.ac.id/handle/123456789/16217
dc.description.abstractThe purpose of this study is to find out the relation between the magnitude of load in one hand,and natural frequency, strain pattern and decay rate of dynamic strain due to low frequency vibration along a cantilevered beam, in the other hand. The specimen was made of structural steel which has 16.5" length, 1.5" width, and 0.25" thickness. Two strain gages installed 16" far from its free end were used as sensing devices. The data were recorded using a Sanborn machine as oscillograph. The result shows thal the magnitudes of dynamic strain are cubically related to the magnitudes of load, so that their decay rate are squared functions of the load magnitudes.en_US
dc.publisherFT UMYen_US
dc.relation.ispartofseriesVol 6(1): 60-73;
dc.subjectRegangan dinamisen_US
dc.subjectBalok kantileveren_US
dc.subjectStrain gageen_US
dc.subjectgetaran berfrekuensi rendahen_US
dc.titlePOLA REGANGAN DINAMIS PADA BALOK KANTILEVER AKIBAT GETARAN BERFREKUENSI RENDAHen_US
dc.typeArticleen_US


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