Article Per Year (5 Year)
p-Index From 2021 - 2026
0.659
P-Index
This Author published in this journals
All Journal Jurnal Teknik ITS IPTEK Journal of Proceedings Series IPTEK The Journal for Technology and Science Forum Geografi Journal of Civil Engineering Jurnal Aplikasi Teknik Sipil Jurnal Pensil : Pendidikan Teknik Sipil
Aji, Pujo
Institut Teknologi Sepuluh Nopember
Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Education Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation Other

Published : 11 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search
Journal : IPTEK Journal of Proceedings Series

 1 
Study of Rapid Visual Screening of Buildings for High Potential Seismic Hazard According to Indonesian Standard Wahyuni, Endah; Aji, Pujo; Budi, Firman
IPTEK Journal of Proceedings Series No 2 (2017): The 2nd Internasional Seminar on Science and Technology (ISST) 2016
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j23546026.y2017i2.2273

Abstract

This paper presents a study of Rapid Visual Screening (RVS) using FEMA 154 and applied in Indonesia based on SNI 1726. RVS is a method to asses potential earthquake hazard of a building based on visual observation (“sidewalk survey”) of the exterior and interior building if possible, and a Data Collection Form. This study is intended to see how important the RVS of the FEMA 154 can be implemented in Indonesia with a case study at Yogyakarta. The buildings that reviewed were assumed to have the same parameters as mention in FEMA 154 and compatible with SNI 1726 (Indonesian earthquake map). The results from field survey were compared to the numerical analysis. From the case study, it was found that the administration building of ATK Academy, the dormitory building of Ministry of Internal Affairs, the office building of Department of Agriculture, and the educational building of Health Polytechnics have a score more than 2, and the buildings are also declared safe according to SNI 1726.
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 AA Sudharmawan, AA Alrasyid, Harun Amalia, Rizky Angga Bayu Christianto Bambang Piscesa Bangun Muljo Sukojo, Bangun Muljo Budi, Firman Endah Wahyuni Herjuna, Arde Dewantara Irawan, Candra Jaelani, Lalu Muhamad Januarti Jaya Ekaputri Julio Cezar Haryantho Muhammad Taufik Muhsi Nikmatus Solikha Rofiq, Muhammad Suluch, Munarus Teddy Yustiono Triwulan Triwulan Yeni Rochsianawati Yu Chen-Ou Yusronia Putri