Article Per Year (5 Year)
p-Index From 2020 - 2025
0.408
P-Index
This Author published in this journals
All Journal Jurnal Konstruksia International Journal of Civil Engineering and Infrastructure (IJCEI)
Basit Al Hanif
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Engineering Environmental Science Transportation

Published : 4 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 4 Documents
Search

 1 
STUDI KEBUTUHAN PELABUHAN DAN TINJAUAN TEKNIS TERHADAP KONDISI PERAIRAN DAERAH KEPULAUAN ARU Aripurnomo Kartohardjono; Haryo Koco Buwono; Basit Al Hanif
Konstruksia Vol 7, No 1 (2015): Jurnal Konstruksia Vol 7. No. 1 Tahun 2015
Publisher : Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (361.039 KB) | DOI: 10.24853/jk.7.1.%p

Abstract

ANALISIS PENGARUH SHEAR WALL TERHADAP SIMPANGAN STRUKTUR GEDUNG AKIBAT GEMPA DINAMIS Basit Al Hanif; Haryo Koco Buwono
Konstruksia Vol 5, No 2 (2014): Jurnal Konstruksia Vol. 5 No. 2 Tahun 2014
Publisher : Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1563.009 KB) | DOI: 10.24853/jk.5.2.%p

Abstract

NUMERICAL MODELLING ON BEHAVIOUR OF COLD-FORMED STEEL UNLIPPED CHANNEL UNDER COMBINED COMPRESSION AND BENDING ACTIONS Tanjung Rahayu Raswitaningrum; Budiman Budiman; Basit Al Hanif; Sahrul Mujib
International Journal of Civil Engineering and Infrastructure Vol 2, No 2 (2022): IJCEI Volume 2 No. 2
Publisher : University Of Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (528.719 KB) | DOI: 10.24853/ijcei. 2. 2. 10-18

Abstract

Research and development of construction materials continue to be carried out, getting materials, cross-sectional shapes, and manufacturing methods that are more efficient than before. Cold-formed steel is a material breakthrough in construction that has advantages over hot-rolled steel. In this paper, the cross-section of cold-rolled steel unlipped channel will be analyzed which is subjected to a combination of axial and bending loads. Investigating elements will be carried out using the finite element method on ABAQUS, and the results of the analysis produce a visualization of the behavior and capacity of the cold-rolled steel section. The cross-section capacity results obtained from the numerical test results will be compared with the predictions given by SNI 7971-2013 or AS/NZS 4600. Existing research in the literature will be used as a reference in conducting numerical analysis and calculating ultimate capacities.
SIMULATION OF RING CONNECTION MODIFICATION ON FLARE STACK STRUCTURE Budi Satiawan; Basit Al Hanif; Tanjung Rahayu Raswitaningrum
International Journal of Civil Engineering and Infrastructure Vol 2, No 2 (2022): IJCEI Volume 2 No. 2
Publisher : University Of Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (771.403 KB) | DOI: 10.24853/ijcei. 2. 2. 1-9

Abstract

The flare stack serves to protect process equipment facilities against unexpected overpressure. This study aims to follow up on previous research that recommends improvements to the flare stack structure based on corrosion findings that occur in the area of the riser stack around the ring connection for the guy wire. By replacing rusty material, it is also necessary to consider modifications to prevent the risk of re-corrosion. Based on current design observations in the connection ring area for guy wire, side cutting is required which can result in water being trapped. This research aims to find out whether by modifying the connection ring for guy wire, this flare structure still has structural reliability when receiving critical outer loads or not. Based on the results of the study, it shows that modifying the geometry of the connection ring guy wire still provides reliable structural performance when receiving critical outer loads. The maximum stress that occurs in the area around the pad eye is 71.2 Mpa with a maximum stress ratio of 0.434 it shows that the value is still quite far from the maximum allowable voltage ratio of 1.0. So it can be concluded by modifying the connection ring for guy wire to prevent the risk of corrosion can be done without causing a decrease in the performance of the structure in withstanding critical outer loads.
Co-Authors Aripurnomo Kartohardjono Budi Satiawan Budiman Budiman Haryo Koco Buwono Sahrul Mujib Tanjung Rahayu