Analisis Tingkat Keruntuhan Elemen Kolom Beton Bertulang Akibat Pembebanan Statik Menggunakan Software Elemen Hingga

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dc.contributor.authorToni, Nopember
dc.contributor.authorSuryani, Reni
dc.contributor.authorIsmeddiyant
dc.date.accessioned2016-03-07T03:07:01Z
dc.date.available2016-03-07T03:07:01Z
dc.date.issued2016-03-07
dc.description.abstractColumn failure is one of failure conditions in building where column cannot receive any more load from beam or another element. Therefore in designing column required more accurate calculation which need more time with manual calculation. The solution in designing column with accurate calculation and faster is using finite element software. Finite element software can calculate column strain with high precision result. In this paper, column failure determined with the result of column strain. Column used in this paper using variation in: column section dimension, concrete ultimate capacity, longitudinal reinforcement, and steel ultimate capacity. With all variation, total data used in this research is 10962 data. In this paper, column damage level noted as 0 if DL less than 1 and that mean column do not reach failure level, while column damage level noted as 1 if DL more equal than 1 and that mean column reach failure level. Result from finite element software analysis shows that column strain increase with the increase of column parameter such as column section dimension. And column strain results from finite element software have similar result with analysis using flexure method. This results shows finite element software can be used in column failure analysis.en_US
dc.description.sponsorshipAnnual Civil Engineering Seminar 2015, Pekanbaruen_US
dc.identifier.isbn978-979-792-636-6
dc.identifier.otherwahyu sari yeni
dc.identifier.urihttp://repository.unri.ac.id/xmlui/handle/123456789/8051
dc.language.isoenen_US
dc.subjectDamage levelen_US
dc.subjectfinite elementen_US
dc.subjectreinforced concrete columnen_US
dc.titleAnalisis Tingkat Keruntuhan Elemen Kolom Beton Bertulang Akibat Pembebanan Statik Menggunakan Software Elemen Hinggaen_US
dc.typeUR-Proceedingsen_US

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