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Nopember Toni, Nopember
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Civil Engineering, Building, Construction & Architecture

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ANALISIS TINGKAT KERUNTUHAN ELEMEN KOLOM BETON BERTULANG AKIBAT PEMBEBANAN STATIK MENGGUNAKAN SOFTWARE ELEMEN HINGGA Toni, Nopember; Suryanita, Reni; ', Ismeddiyanto
Proceedings ACES (Annual Civil Engineering Seminar) Vol 1 (2015): Annual Civil Engineering Seminar (ACES)
Publisher : Proceedings ACES (Annual Civil Engineering Seminar)

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Column failure is one of failure conditions in building where column cannot receive any moreload from beam or another element. Therefore in designing column required more accuratecalculation which need more time with manual calculation. The solution in designing columnwith accurate calculation and faster is using finite element software. Finite element softwarecan calculate column strain with high precision result. In this paper, column failure determinedwith the result of column strain. Column used in this paper using variation in: column sectiondimension, 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 damagelevel noted as 0 if DL less than 1 and that mean column do not reach failure level, whilecolumn damage level noted as 1 if DL more equal than 1 and that mean column reach failurelevel. Result from finite element software analysis shows that column strain increase with theincrease of column parameter such as column section dimension. And column strain resultsfrom finite element software have similar result with analysis using flexure method. Thisresults shows finite element software can be used in column failure analysis.Kata kunci: Damage level, finite element, reinforced concrete column.
EVALUASI DAYA DUKUNG TIANG PANCANG BERDASARKAN METODE DINAMIK Maizir, Harnedi; Jingga, Hendra; Toni, Nopember
Proceedings ACES (Annual Civil Engineering Seminar) Vol 1 (2015): Annual Civil Engineering Seminar (ACES)
Publisher : Proceedings ACES (Annual Civil Engineering Seminar)

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Pengujian tiang dinamik merupakan salah satu metode pengujian untuk mengevaluasi dayadukung tiang. Pengujian tiang metode dinamik (Pile Driving Analyzer/PDA) dilaksanakandengan memasang sensor sepanjang tiang untuk merekam parameter kecepatan dan gaya saattiang dipukul menggunakan palu dengan besaran energi tertentu. Pada penelitian ini, data ujiPDA untuk tiang pancang beton pracetak pada proyek pembangunan gedung Rumah SakitUniversitas Riau digunakan untuk dianalisis daya dukungnya. Metode yang digunakan untukmenganalisis daya dukung tiang adalah perhitungan manual Metode CASE, hasil keluaran ujiPDA, dan hasil keluaran software CAPWAP. Nilai daya dukung yang dihasilkan ketiga metodetersebut kemudian dibandingkan dan dievaluasi. Berdasarkan hasil analisis, nilai daya dukungyang diperoleh dari perhitungan manual Metode CASE adalah 98,8 ton, hasil keluaran uji PDAsebesar 98 ton, dan hasil keluaran software CAPWAP sebesar 98,3 ton. Hal ini menunjukkanbahwa ketiga metode tersebut menghasilkan daya dukung tiang yang relatif sama denganselisih kurang dari 1%. Oleh karena itu, ketiga metode tersebut dapat digunakan untukmenganalisis daya dukung tiang dengan tingkat keandalan yang baik.Kata kunci: CAPWAP, Metode CASE, Pengujian Dinamik, Pile Driving Analyzer (PDA).
Co-Authors ', Ismeddiyanto Harnedi Maizir Hendra Jingga, Hendra Reni Suryanita