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All Journal Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Rekayasa Sipil Proceedings ACES (Annual Civil Engineering Seminar) Jurnal Teknik Journal of Geoscience, Engineering, Environment, and Technology Journal of the Civil Engineering Forum Bhakti Nagori (Jurnal Pengabdian kepada Masyarakat) SAINSTEK Jurnal Teknologi & Rekayasa Sipil
Ismeddyanto, Ismeddiyanto
Universitas Riau
Agriculture, Biological Sciences & Forestry Arts Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Education Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Physics

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Journal : Proceedings ACES (Annual Civil Engineering Seminar)

 1 
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.
ANALISIS EKSPERIMEN LENTUR KOLOM BATATON PRACETAK AKIBAT BEBAN AKSIAL EKSENTRIS ', 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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Tujuan penelitian ini adalah melakukan analisis secara eksperimental terhadap perilaku lenturkolom dengan bekisting bataton pracetak. Dalam penelitian ini diuji 4 buah kolom bataton dan1 buah kolom kontrol masing-masing berpenampang persegi, dengan ukuran tinggi 290 mm,lebar 290 mm dan panjang 1800 mm. Penulangan benda uji kolom tersebut adalah 8P12 untuktulangan longitudinal dengan sengkang P8-75. Mutu beton cast in place adalah fc’=23,55 MPa.Pengujian dilakukan dengan pemberian gaya tekan aksial eksentris yang besarnya 50 mm, 100mm, 150 mm dan 200 mm pada kolom bataton. Satu buah kolom kontrol diberikan diberikangaya eksentris sebesar 200mm. Pengujian dilakukan secara eksperimen dan dilakukan pulaperhitungan analitis sebagai pembanding. Hasil penelitian menunjukkan bahwa padaeksentrisitas beban yang sama, beban aksial maksimum kolom bataton 2,50 kali lebih kecildaripada kolom beton referensi. Sedangkan momen maksimum kolom bataton 2,44 kali lebihkecil daripada kolom beton referensi. Kekakuan rata-rata kolom bataton adalah 42,33. Padaeksentrisitas beban yang sama, kekakuan kolom bataton 12,68% lebih besar daripada kolombeton referensi. Daktilitas rata-rata kolom bataton adalah 1,47. Pada eksentrisitas beban yangsama, daktilitas kolom bataton 12,12% lebih besar daripada kolom beton referensi.Kata kunci: bataton, beban aksial eksentris, beton referensi, kolom.
Co-Authors Alex Kurniawandy Ardiansyah, M. Syukri Ari Vera Indra Ariadi, Koko Putra Arif Rahman Bagus Rizkya putra Bambang Sujatmoko Bobby Ansyari Buchori Buchori Buchori Buchori, Buchori Edy Saputra Elianora - Elsyani Eka Putri Enno Yuniarko Enno Yuniarto Fachry Abda El Rahman Fadillah, M Lucky Fitri Lestari Gunawan Wibisono Haekal, Muhammad Hasmiyati Hasmiyati Herol, Herol Ika Qoriah Nursuci Iqbal Maulia Irvan, Ridho Kurnia Putra Iskandar Romey Sitompul Kamaldi, Alfian Khairul Amri Leo Sentosa Lili Purwati M Edwar Hidayat Maharani Rahma Annisya Mardani Sebayang Mizam, Ibnu Munawar Monita Olivia Muhammad Gilang Indra Mustainul Murtadho Nopember Toni Nopember Toni, Nopember Novan, Andre Nurwijayanti Pranata, Yogie Prayogo Pratama Rendy Wijaya Reni Suryanita Revina Oktaviani Reza Ermawan Rian Fajri Ramadanas Rianti Ratna Dewi Ricky Andriano Ridwan Ridwan Rinaldi Rinaldi Rinaldi Rinaldi Satibi, Syawal Siregar, Syarif Hidayat Sitanggang, Ronal Rius Sopian sopian Sri Fatma Reza Steffani, Anggia Vindi Trisatria Wahyu Muhammad Firdaus Yoga Ornando Yogie Pranata Yohanna Lilis H Yudi Sandro Bara Tondang Zikri, Raudatul Zulfikar Djauhari Zulfikar Djauhari