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dc.contributor.advisorTarigan, Johannes
dc.contributor.authorSilitonga, Engelina B.
dc.date.accessioned2024-02-22T02:43:49Z
dc.date.available2024-02-22T02:43:49Z
dc.date.issued2023
dc.identifier.urihttps://repositori.usu.ac.id/handle/123456789/91753
dc.description.abstractIn planning high-rise buildings, it is necessary to consider the strength of the structure in resisting earthquake forces. So in high-rise buildings, additional reinforcement is needed to withstand the earthquake forces that work, namely by adding shearwall. Shearwall is one of the most effective building stiffening elements in resisting lateral forces during an earthquake. This study aims to compare the open frame building structure and building structure with shearwall to the structural period, displacement, story drift, and internal force using Midas Gen 2022 software. In this study, three structural modeling was made, namely an open frame structure (Model 1), a structure with a shearwall at the edge of the building (Model 2), and a structure with a shearwall in the middle of the building (Model 3). Based on the analysis, it is found that the addition of shearwall to a building structure can minimize the structural period, displacement, story drift, and force in a structure. This is because the addition of shearwall to the structure can increase the stiffness of a structure.en_US
dc.language.isoiden_US
dc.publisherUniversitas Sumatera Utaraen_US
dc.subjectopen frameen_US
dc.subjectshearwallen_US
dc.subjectdisplacementen_US
dc.subjectstory driften_US
dc.subjectinternal forceen_US
dc.subjectMidasen_US
dc.subjectSDGsen_US
dc.titleAnalisis Perbandingan Struktur Bangunan Open Frame dan Struktur Bangunan dengan Shearwall terhadap Beban Lateralen_US
dc.typeThesisen_US
dc.identifier.nimNIM190404092
dc.identifier.nidnNIDN0024125605
dc.identifier.kodeprodiKODEPRODI22201#Teknik Sipil
dc.description.pages69 Halamanen_US
dc.description.typeSkripsi Sarjanaen_US


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