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All Journal IPTEK Journal of Proceedings Series IPTEK The Journal for Technology and Science Journal of Civil Engineering Jurnal Aplikasi Teknik Sipil
Alrasyid, Harun
Institut Teknologi Sepuluh Nopember
Civil Engineering, Building, Construction & Architecture Computer Science & IT Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation

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Journal : IPTEK Journal of Proceedings Series

 1 
Numerical Analysis of Shear Behavior of High-Strength Reinforced Concrete Columns Teddy Yustiono; Harun Alrasyid; Pujo Aji; Yu Chen-Ou; Yusronia Putri
IPTEK Journal of Proceedings Series No 6 (2017): The 3rd International Conference on Civil Engineering Research (ICCER) 2017
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j23546026.y2017i6.3242

Abstract

Although the utilization of high-strength concrete and high-strength steel can reduced column dimension at high-rise building, the column aspect ratio remain low. These column were tended to dominate by shear failure than flexure failure. The research discusses the numerical analysis of shear critical of High-strength reinforced concrete columns. The Uniaxial Shear Flexure Method (USFM) was used to observe this behavior and examined on the test result. This study showed that USFM method provided conservative prediction. Some modification was proposed in order to improve this method when estimate the shear behaviour of high-strength reinforced concrete column.
Seismic Confinement Design for Rectangular Columns With Considering Shear Effect Julio Cezar Haryantho; Harun Alrasyid; Pujo Aji; Munarus Suluch
IPTEK Journal of Proceedings Series No 6 (2017): The 3rd International Conference on Civil Engineering Research (ICCER) 2017
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (689.892 KB) | DOI: 10.12962/j23546026.y2017i6.3231

Abstract

This research discusses the role of transverse reinforcement as seismic reinforced concrete columns confinement. The latest confinement design addressed for columns remains standing under certain level of axial compression and displacement demands. However, this purpose did not consider shear effect. An approach formulation to determine the amount of confinement for reinforcement concrete that account effect of shear is provided. This method is based on combined effects of axial and shear stress that found in coulomb failure criterion. The proposed formulation are tested in 163 column test result data base and compared with several building codes. The result showed that the formulation can reduce amount of confinement safely for most columns.
Co-Authors . Faimun Ainun Najib Aji, Pujo Amalia, Rizky Bambang Piscesa Dea Fauziah Larasati Djoko Irawan Ferry Alius Iranata, Data Irmawan, Mudji Julio Cezar Haryantho Kohar Yudoprasetyo Muhammad Ali Rofiq Prasetya, Dwi Rofiq, Muhammad Suluch, Munarus Teddy Yustiono Yohanes Duran Yu Chen-Ou Yusronia Putri