PENGARUH PEMBERIAN TULANGAN PADA DINDING BATA YANG DIBERI BEBAN GEMPA

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dc.contributor.authorMudin, Hasim
dc.contributor.authorDjauhari Zulfikar
dc.contributor.authorYuniarto Enno
dc.date.accessioned2013-07-26T02:30:55Z
dc.date.available2013-07-26T02:30:55Z
dc.date.issued2013-07-26
dc.description.abstractGenerally masonry wall (brick) considered to be burden (non-structure) in the a planning. That assumption is correct, but will change if there is horizontal force (quack). Existence of lateral force effected wall have interaction with portal and this matter will have effect to inflexibility of structure, this matter necessitate characteristic masonry wall need to be brought into play in the a plan. At the moment many building development using underside as place of business and upper with partition (cladding), this matter make the structure relative stiffer on the top. Effect of masonry wall which unevenness alterable become structure that having disrepair mechanism soft-storey. Analysis done to two objects test that is RM-A and RM-B. From result analysis with equation ACI to two objects test obtained force of compression (axial) equal to 107,2 kN and 108,4 kN with deflection 1,794 mm and 1,79 mm. analysis with equation Euro code obtained force of compression equal to 298,76 kN and 302,72 kN with movement 4,99 and 5,165 mm. Verification with RAM Element program for force of compression 270 kN and 330 kN obtained movement equal to 1,22 mm and 7,05 mm. Whereas from experimental study which there have been obtained force of compression equal to 248,23 kN and 333,83 and kN with movement 8,91 mm and 11,07 mm.en_US
dc.description.sponsorshipen_US
dc.identifier.otherrio andika
dc.identifier.urihttp://repository.unri.ac.id:80/handle/123456789/4732
dc.language.isootheren_US
dc.subjectReinforced masonry wallen_US
dc.subjectforce of compression ( axial)en_US
dc.subjectand deflectionen_US
dc.titlePENGARUH PEMBERIAN TULANGAN PADA DINDING BATA YANG DIBERI BEBAN GEMPAen_US
dc.typestudent Paper Post Degreeen_US

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