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Jurnal Sipil Krisna
Published by Universitas Krisnadwipayana
ISSN : 24604518     EISSN : 28295056     DOI : -
Core Subject : Science, Education, Engineering,
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Materials Science & Nanotechnology Mathematics Transportation
Tujuan jurnal ini adalah untuk mempublikasikan dan menyebarluaskan artikel penelitian dan review artikel orisinal yang berkualitas tinggi pada bidang Teknik Sipil yaitu: Struktur Transportasi Managemen Konstruksi Geologi Teknik Mekanika Bahan bidang terkait lainnya yang berkaitan dengan keilmuan Teknik sipil.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 34 Documents
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ANALISIS BAJA TIE ROD PADA PIER HEAD FALSEWORK DENGAN PENGGUNAAN BERULANG Putri, Pratiwi Setyaning; Hastanto SM; Dicki Dian Purnama; Tommy Iduwin
Jurnal Sipil Krisna Vol 9 No 2 (2023): Jurnal Sipil Krisna
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v9i2.420

Abstract

Reinforcing steel is a very important material in construction, it cannot be avoided considering that reinforcing steel is one of the determining factors in the strength or failure of reinforced concrete construction [1]. The use of steel in construction is not only used as a reinforcing concrete in the structure but also as a falsework. So there is a possibility in the field that tie rod steel will be used repeatedly as falsework to save construction costs. This study aims to determine changes in steel behavior with repeated loading. The test is carried out by performing a tie rod steel tensile test according to SNI 07-0371-1998 repeatedly with a loading equal to the yield strength of steel. The results of the tensile test showed a difference in the value of stress and strain between the first and second tensile tests. Changes also occur in the ultimate tensile strength. Repeated use of steel tie rods as flasework can be carried out by loading no more than the yield strength.
Analisis Hambatan Samping Di Jalan Alternatif Inspeksi Banjir Kanal Timur Terhadap Kemacetan Jalan Basuki Rahmat Sukadi; Achmad Pahrul Rodji; Rifky Arrahman
Jurnal Sipil Krisna Vol 9 No 2 (2023): Jurnal Sipil Krisna
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v9i2.421

Abstract

In the land transportation system, the availability of proper and adequate infrastructure greatly affects the smoothness of traffic. The existence of small businesses along the road is a side obstacle factor that reduces road performance. This happened along the Jalan Alternatif Inspeksi Banjir Kanal Timur, there were many traders on the roadside, pedestrians, vehicles going in and out, slowing down vehicles, and parking vehicles. Vehicles that should be able to pass the Jalan Alternatif Inspeksi Banjir Kanal Timur, prefer to go through Jalan Basuki Rahmat due to congestion. This caused traffic on Jalan Basuki Rahmat to jam due to the impact of congestion on the Jalan Alternatif Inspeksi Banjir Kanal Timur. The research was conducted for 4 (four) days, namely Monday, Thursday, Saturday and Sunday (July 13-19, 2020). The research time was carried out every morning (6.30 AM to 8.30 AM), noon (11.00 AM to 1.00 PM), afternoon (5.00 PM to 7.00 PM), and evening (7 PM to 10.00 PM) with traffic volume data, vehicle speed, and side obstacles every 15 minutes for the Jalan Basuki Rahmat (direction to Jakarta) and the Jalan Alternatif Inspeksi Banjir Kanal Timur (two-way). In addition, data on the width and length of the roads under review are also taken. Further analysis was conducted with reference to the MKJI 1997. From the research results, the capacity of Jalan Basuki Rahmat (direction to Jakarta) without side obstacles is 718 pcu/hour and with side obstacles 639 pcu/hour. Meanwhile, the capacity of the Jalan Alternatif Inspeksi Banjir Kanal Timur (two-way) without side obstacles is 1452 pcu/hour and with side obstacles 1148 pcu/hour. The peak of the side obstacles on the Jalan Alternatif Inspeksi Banjir Kanal Timur occurs from the afternoon until the evening (the highest saturation degree value is 1.97 = F), at the same time there is also traffic density on Jalan Basuki Rahmat.
Analisis Penggunaan Limbah Gypsum Sebagai Filler Terhadap Kuat Tekan Beton Martua Sihombing, Sahat; Indriasari; Riyan Prasetyo
Jurnal Sipil Krisna Vol 9 No 2 (2023): Jurnal Sipil Krisna
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v9i2.422

Abstract

Infrastructure development spurred innovation in the field of structural engineering, particularly in the field of construction materials technology. The development of concrete technology in trials of adding mixed ingredients continues to be carried out to obtain the desired strength and quality of concrete. The characteristics of concrete are greatly influenced by the ingredients contained in the mixture and how it is processed. The purpose of this study was to analyze the normal compressive strength of concrete and the compressive strength of concrete using gypsum waste as a filler with variations of 10% and 20% with curing ages observed at 28 days. The method used in this study is an experimental method or experiments in the Concrete Laboratory. Based on the results of the study, the normal compressive strength values of fc'18 (MPa) at ages 28 days were 18.08 MPa. In mixed variations of concrete with gypsum waste as a 10% filler, the compressive strength values at the ages of 28 days were 19.18 MPa. In mixed variations of concrete with 20% gypsum waste as filler, the compressive strength values at 28 days of age were 19.71 MPa. From the results of the research conducted, it can be concluded that the use of gypsum waste from the rest of the construction has an effect on increasing the compressive strength of concrete.
PERBANDINGAN MODEL KINERJA STRUKTUR TAHAN GEMPA DENGAN WILAYAH BERBEDA MENGGUNAKAN METODE RESPON SPEKTRUM Pribadi, Gali Pribadi; Faizal Addin Achmad
Jurnal Sipil Krisna Vol 9 No 2 (2023): Jurnal Sipil Krisna
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v9i2.423

Abstract

Indonesia is an earthquake-prone area, many earthquakes that occur in Indonesia cause damage to building structures in Indonesia. The planning rules for building a building are that the building must be able to withstand existing earthquake loads. Because basically the principle of earthquake-resistant buildings is that damage to the building may occur, but not to structural elements This research takes a case study of a 19-storey apartment building. This building has a height of 62.7 meters with a total of 19 floors. According to SNI 1726: 2019 regulations, the function of this building is shown as a residential facility with risk category II. The results of the analysis are in the form of building structure performance, comparison between Jayapura and Jakarta soil data, level deviation and column and brace stress control

Page 4 of 4 | Total Record : 34

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