KINERJA DINDING BATA TANPA TULANGAN TERHADAP BEBAN GEMPA

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dc.contributor.authorAge
dc.contributor.authorDjauhari Zulfikar
dc.contributor.authorIskandar R.S
dc.date.accessioned2013-07-19T02:53:15Z
dc.date.available2013-07-19T02:53:15Z
dc.date.issued2013-07-19
dc.description.abstractIn this final analysis compared the characteristics of two models of unreinforced walls (URM) given axial load and lateral load (earthquake). Analysis was performed referring to ACI Standards and Euro Code, and compare with the RAM program V8.i Element and Experimental tests have been done by (Djauhari and Ridwan, 2011). Analysis was performed on a given wall axial loads and lateral loads to get the magnitude of the compressive strength of the wall and the displacement that occurs in the wall. The analysis showed that for the calculation using the standard ACI showed that the wall had given load displacement 50% smaller than the experimental test. As for the RAM program Element analysis using the results obtained are very close to the experimental test results.en_US
dc.description.sponsorshipen_US
dc.identifier.otherrio andika
dc.identifier.urihttp://repository.unri.ac.id:80/handle/123456789/4514
dc.language.isootheren_US
dc.subjectunreinforced Masonryen_US
dc.subjectMortaren_US
dc.subjectLoaden_US
dc.subjectDeflectionen_US
dc.titleKINERJA DINDING BATA TANPA TULANGAN TERHADAP BEBAN GEMPAen_US
dc.typestudent Paper Post Degreeen_US

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