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Published by Universitas Pelita Bangsa
ISSN : 28092961     EISSN : 28091337     DOI : -
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Materials Science & Nanotechnology Transportation
Fokus dan Ruang Lingkup Jurnal Teknik Sipil meliputi:Water Resources Engineering, Civil Structure Engineering, Transportation Engineering, Urban and Regional Planning, Construction Management, dan Infrastructure
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 62 Documents
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Bangunan Sejarah Stasiun Jakarta Kota Sebagai Cagar Budaya Musholiha, Nindya Retno Musholiha; Hidayatullah, Syarif; Roejanto, Juse
JURNAL TEKNIK SIPIL Vol 5 No 2 (2024): Jurnal Teknik Sipil - Desember 2024
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v5i2.5709

Abstract

Jakarta Kota Station is better known as Beos Station, which is short for Bataviasche Ooster Spoorweg Maatschappij (East Batavia Railway Transportation Company). The Jakarta Kota area as an old area with relics of historical buildings from the Dutch East Indies era. The Jakarta city station is included. So that the development of the Jakarta Kota station must pay attention to the aspects of cultural heritage conservation as part of the effort to preserve the old Jakarta Kota area. This building also contains several significance which provide evidence that it is a historic building and has passed a long period of existence as a public building with its proper function until today. In this research, an analysis will be carried out regarding the significance form of Jakarta Kota Station as a Cultural Heritage building in Kota Tua, Jakarta. So that it is hoped that an appropriate effort will be obtained to preserve the Jakarta Kota Station building according to steps according to the preservation rules by competent and relevant parties in the preservation of Cultural Heritage buildings.
Uji Kuat Tekan Beton Mutu K375 dengan Direndam Selama 28 Hari Mukti, Hasbi Bukhori; Abdulloh, Sayyid; Wicaksono, Adika; Humam, Sultan Paddy Nur; Nakulo, Seftian Bagus
JURNAL TEKNIK SIPIL Vol 4 No 1 (2023): Jurnal Teknik Sipil - Juni 2023
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v4i1.5798

Abstract

This test evaluates the compressive strength of K-375 quality concrete after 28 days of immersion. Concrete is an essential material in construction due to its strength and durability, making K-375 quality concrete the primary choice for large-scale projects requiring high compressive strength, such as bridges, high-rise buildings, and industrial facilities. This study focuses on the impact of variations in concrete type and component proportions on the compressive strength of K-375 quality concrete. The test was conducted at the Civil Engineering Laboratory of Universitas Pelita Bangsa, using fine and coarse aggregates from Purwakarta. The study concludes that the selection, proportion of materials, and proper execution significantly affect the compressive strength of concrete, with most samples meeting national standards. This test contributes to optimizing concrete mixture design to meet the continuously increasing construction demands.
Penerapan Manajemen K3 Dengan Metode Job Safety Analysis Pada Pemasangan Profile Baja (Studi Kasus Pembangunan Workshop PT. Ultra Sakti) Ramdan, Muhammad; Putri, Isria Miharti Maherni; Putra, Alfandias Seysna
JURNAL TEKNIK SIPIL Vol 5 No 2 (2024): Jurnal Teknik Sipil - Desember 2024
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v5i2.5799

Abstract

Work accidents are a problem that often occurs in various construction projects, including in workshop construction. To overcome this, implementing Occupational Health and Safety (K3) management is very important. This research aims to evaluate the implementation of K3 management with a focus on the use of the Hazard Analysis and Control Method (Job Safety Analysis) in preventing work accidents in workshop construction projects. The research method used is field research with a qualitative approach. Data was collected through direct observation, interviews with workers and project managers, as well as analysis of documents related to K3. The process of implementing JSA is evaluated from the stage of identifying hazards, determining control measures, to implementing preventive measures. The research results show that the implementation of K3 management, especially through the use of the JSA method, has a significant role in reducing the risk of work accidents. Systematic identification of hazards and determination of appropriate control measures and helps increase awareness of potential risks in the workplace. Apart from that, this research makes an important contribution in strengthening understanding of the importance of implementing K3 management in the construction industry, especially in the installation of erections for workshop construction. Recommendations are provided to continue to improve the use of the JSA method and to achieve a safer and more productive work environment.
Bahan Pembentuk Beton Terhadap Kuat Tekan Beton K275 Andara, Marsha Nabila; Maulani, Ari Indra; Arif, Arif; Firmansyah, Pahrul; Puspitasari , Riska; Herol, Herol
JURNAL TEKNIK SIPIL Vol 5 No 2 (2024): Jurnal Teknik Sipil - Desember 2024
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v5i2.5800

Abstract

Concrete is the most widely used construction material throughout the world, functioning as a structural element in various types of buildings, infrastructure and civil engineering projects. The strength and durability of concrete is greatly influenced by the composition of the ingredients that form it. One type of concrete that is widely used is K275 concrete, which is known for its ability to withstand heavy loads and its resistance to various environmental conditions. This research uses an experimental method by making concrete samples from various variations of forming materials. Tests were carried out on the mechanical properties of the aggregate, determining the optimal composition of the concrete mix, as well as testing the compressive strength after curing for 28 days. It is hoped that the research results will provide a deeper understanding of the specific influence of forming materials on the compressive strength of K275 concrete, as well as provide a significant contribution to better and environmentally friendly construction practices
Penggunaan Material Pasir Tayan Pada Campuran Beton Arditianto, Yanuar; Prabowo, Agung; Pramesty, Elya Arum; Ramadhan, Abil; Hamka, Achmad Chaerul; Herol, Herol
JURNAL TEKNIK SIPIL Vol 5 No 2 (2024): Jurnal Teknik Sipil - Desember 2024
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v5i2.5801

Abstract

Concrete is a building material produced by mixing fine aggregate, coarse aggregate, Portland cement, and water. The design of concrete must be in accordance with applicable standards, the process and materials used must meet the main criteria, namely strength, high compressive strength, and easy workmanship. In addition, it must also meet the criteria of being durable, inexpensive, and wear-resistant, among others. In concrete there are two categories of aggregates required, namely fine aggregate and coarse aggregate, the function of the aggregate in the concrete mixture is as a filler, hence the need for good binding and filling properties. The percentage of aggregate used in concrete is very large, so aggregate contributes to the strength of concrete. The research method used materials in accordance with the reference SNI 03-2834-2000. The fine aggregate used is Tayan Sand material from a river in the West Kalimantan area, and the coarse aggregate comes from Rumpin, Bogor. Mix Design is a mixture proportion of the constituent materials that have been tested, it is intended that the proportion of the mixture can meet the strength requirements. The fine and coarse aggregates used qualitatively meet the requirements as concrete constituent materials. From the parameters of cleanliness, gradation, specific gravity, absorption, and organic content are still within the tolerance range of material acceptance specifications.
Evaluasi Soundscape pada Taman Lalu Lintas sebagai Ruang Terbuka Edukatif dan Rekreatif Berkelanjutan Fitriani, Fitriani; Astuti, Retno Fitri; Prasetyo, Sutrisno Aji; Herol, Herol
JURNAL TEKNIK SIPIL Vol 6 No 1 (2025): Jurnal Teknik Sipil - Juni 2025
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v6i1.6235

Abstract

The rapid population growth in the Greater Jakarta (Jabodetabek) region, including Bekasi, has increased traffic intensity and reduced the acoustic quality of public spaces. The Traffic Park in Kabupaten Bekasi serves a dual function as both an educational facility for children's traffic safety and a family recreational area. This study aims to evaluate the park’s soundscape quality using a mixed quantitative and qualitative approach. Sound Pressure Level (SPL) measurements were conducted with a Sound Level Meter at eight strategic points. In addition, sound recordings and open-ended interviews with 70 respondents were used to assess visitor perceptions. SPL data were compared to the Indonesian environmental noise standard (Kep-48/MENLH/11/1996), while perception data were analyzed descriptively. Results indicate that noise levels at the main entrance and roadside areas reach 72–78 dBA, exceeding the 55 dBA threshold. Anthropogenic sounds dominate the acoustic environment, whereas natural sounds (biophony and geophony) are only audible in the densely vegetated zones during morning hours. Most respondents (68%) perceive the roadside area as noisy, while 74% feel comfortable in the vegetated zones. Recommendations include adding noise-buffering vegetation, introducing water features, reorganizing activity zoning, and limiting the use of loudspeakers at kiosks. The soundscape approach is proven to provide a scientific basis for enhancing auditory comfort while strengthening the park’s educational function.
Pemetaan Tingka Kebisingan Pada Pemukiman Sekitar Rel Kereta Api di Kota Bekasi Fitriani, Fitriani; Miarsono, Harry; Hidayatullah, Syarif; Pratama, Ardi
JURNAL TEKNIK SIPIL Vol 6 No 1 (2025): Jurnal Teknik Sipil - Juni 2025
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v6i1.6237

Abstract

The expansion of Jakarta’s suburban areas has intensified residential development near railway lines, including Bekasi City, West Java. High-frequency train operations generate noise levels that may exceed the residential environmental quality standard of 55 dB(A) stipulated by Indonesia’s Ministry of Environment Decree No.48/1996. This study aims to measure noise levels, map their spatial distribution, and propose mitigation strategies. Measurements were conducted using a Sound Level Meter (SLM) at ten sampling points on both sides of the railway, spaced approximately 400 meters apart. Data were collected over two weeks during peak hours, with readings recorded every 5 seconds for 10 minutes at each point. Results indicate average daily noise levels of 60–65 dB(A), with the highest value of 75 dB(A) at approximately 3 meters from the track and the lowest value of 52 dB(A) beyond 15 meters. Noise mapping using Surfer 15.0 and ArcGIS 10.2 shows critical zones >70 dB(A) within a 0–5 meter radius, while zones of 60–70 dB(A) dominate 5–10 meters. Levels below 55 dB(A) occur only beyond 15 meters and are rare due to high housing density. Recommended mitigation includes natural barriers such as dense vegetation, artificial barriers such as acoustic panels, and enforcing a minimum 20-meter setback for new housing development. This study underscores the importance of noise mapping as a foundation for spatial planning and residential environmental protection.
Kajian Kondisi Drainase Jalan Perkotaan (Studi Kasus: Kecamatan Pekalongan Utara, Kota Pekalongan) sutrisno, prasetyo aji; Sakinah; Herol; Juse Roejanto
JURNAL TEKNIK SIPIL Vol 6 No 1 (2025): Jurnal Teknik Sipil - Juni 2025
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v6i1.6331

Abstract

In Pekalongan City, particularly on Perintis Kemerdekaan Street and Patriot Street, waterlogging frequently occurs during the rainy season due to ineffective drainage systems. The main causes are narrowed drainage channels, sediment buildup, waste accumulation, and wastewater discharge from nearby residential areas. These streets are vital access points to offices, schools, and trade centers, making the waterlogging a significant disruption to economic activities and the community. According to the analysis, the peak discharge on Perintis Kemerdekaan Street for a 5-year period is 24.305 m³/s, while the channel's capacity is only 18.869 m³/s. On Patriot Street, the peak discharge is 3.575 m³/s, with a channel capacity of 46.427 m³/s. Although the drainage capacity in both locations is adequate to accommodate the peak discharge, waterlogging still occurs due to external factors such as sediment and waste clogging the drains, along with heavy rainfall.
Implementasi Building Information Modelling (BIM) Dalam Estimasi Volume Pekerjaan Struktur Jembatan (Studi Kasus : Jembatan Tipe Truss A-80, Kimi, Kabupaten Nabire) Richyanto, Dodik; Putra, Alfandias Seysna; Astuti, Retno Fitri
JURNAL TEKNIK SIPIL Vol 6 No 1 (2025): Jurnal Teknik Sipil - Juni 2025
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v6i1.6345

Abstract

Perkembangan teknologi di bidang konstruksi telah mendorong penggunaan metode digital dalam perencanaan dan pelaksanaan proyek, salah satunya melalui Building Information Modelling (BIM). Penelitian ini bertujuan untuk mengimplementasikan BIM dengan menggunakan perangkat lunak Tekla Structures dalam proses estimasi volume pekerjaan struktur baja pada Proyek Pembangunan Jembatan Kimi di Kabupaten Nabire, Provinsi Papua Tengah dengan type jembatan TRUSS A-80M. Metodologi yang digunakan meliputi pengumpulan data lapangan, gambar teknis, dan spesifikasi material, yang kemudian dimodelkan secara digital dalam lingkungan BIM menggunakan Tekla Structures. Pemilihan metode ini dilatar belakangi karena sering terjadinya kesalahan dalam proses perhitungan yang dilakukan secara manual dalam menghitung volume struktur tersebut. Pada penelitian kali ini jika kita bandingkan dengan tonase yang di tetapkan oleh data PU 282.370 Kg Sedangkan Volume Jembatan setelah di gambar melalui Tekla structure yaitu 224.859,84 Kg. Dalam perbandingan antara kedua volume tersebut ialah 57.510,16 Kg atau 57,510 Ton. Jadi hasil perbandingan volume perhitungan manual dengan menggunakan Tekla sebesar 20,36%.
Evaluasi Kinerja Seismik Bangunan Beton Bertulang Lima Lantai Menggunakan Analisis Respons Spektrum dan Pushover Berdasarkan SNI 1726:2019. Pratama, Ardi; Herol; Juse Roejanto; fitriani; Sutrisno Aji Prasetio
JURNAL TEKNIK SIPIL Vol 7 No 2 (2025): Jurnal Teknik Sipil - Desember 2025
Publisher : Universitas Pelita Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37366/jts.v7i2.7296

Abstract

Bangunan beton bertulang yang berada di wilayah rawan gempa harus direncanakan dengan memperhatikan kinerja seismik untuk menjamin keselamatan struktur dan penggunanya. Penelitian ini bertujuan untuk mengevaluasi kinerja seismik bangunan perkantoran beton bertulang lima lantai yang dirancang menggunakan Sistem Rangka Pemikul Momen Khusus (SRPMK) berdasarkan ketentuan SNI 1726:2019. Analisis struktur dilakukan secara tiga dimensi dengan metode analisis dinamik respons spektrum untuk mengevaluasi karakteristik struktur, meliputi periode fundamental, partisipasi massa, mode shape, simpangan antar lantai, ketidakberaturan struktur, serta gaya geser dasar. Selain itu, penilaian tingkat kinerja struktur dilakukan menggunakan analisis pushover berdasarkan pendekatan performance-based design. Hasil analisis menunjukkan bahwa struktur memenuhi seluruh persyaratan kinerja seismik yang ditetapkan dalam SNI 1726:2019, termasuk batas simpangan antar lantai dan kestabilan terhadap pengaruh P-delta. Analisis pushover menunjukkan bahwa bangunan mencapai tingkat kinerja Life Safety (LS) dengan nilai drift maksimum berkisar antara 1,6–1,7%. Hal ini menunjukkan bahwa bangunan masih mampu menahan beban gempa rencana tanpa mengalami keruntuhan, meskipun terjadi kerusakan struktural yang signifikan.

Page 6 of 7 | Total Record : 62

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