cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Ika Muthya Anggraini
Contact Email
ikamuthya.a@upb.ac.id
Phone
+6282148096797
Journal Mail Official
jurnaltekstur.ft@upb.ac.id
Editorial Address
Jl. Komyos Soedarso, Pontianak Barat, Kalimantan Barat
Location
Kota pontianak,
Kalimantan barat
INDONESIA
TEKSTUR : Jurnal Teknologi Infrastruktur
Published by Universitas Panca Bhakti Pontianak
ISSN : -     EISSN : 29627044     DOI : -
Core Subject : Health, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science Public Health Transportation
Jurnal ini memiliki ruang lingkup ilmu di bidang sipil dan lingkungan yang berkaitan dengan : Transportasi Struktur Hidrologi Geoteknik Manajemen Konstruksi Kualitas air dan air limbah Polusi Udara Manajemen lingkungan Manajemen limbah padat Sumber daya air dan perubahan iklim Kesehatan lingkungan dan lain-lain dalam bidang sipil dan lingkungan
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 37 Documents
 1   2   3   4 
Analisis Dampak Lalu Lintas Pembangunan Pabrik Kelapa Sawit PT Palma Bumi Lestari: Abstract, introduction, research methods, results and discussion, conclusion, references. Sugasta, Hervian Handika; Santosa, Dimas Puji; Saputra, Doddy Cahyadi; Adibah, Fairuz
Jurnal Teknologi Infrastruktur Vol 6 No 2 (2024): Jurnal Teknologi Infrastruktur Volume 6 Nomor 2 Tahun 2024
Publisher : Fakultas Teknik Universitas Panca Bhakti

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia is the world's largest producer of palm oil, with a production of 36 million tons in 2019. The construction of palm oil mills is expected to have an impact on the environment and traffic, including public attitudes, traffic flow, congestion, and safety. According to Minister of Transportation Regulation No. 17 of 2021, a traffic impact analysis is mandatory for developments that have the potential to cause disruptions, in order to assess the impact of palm oil mill construction. This study examines the impact of palm oil mill construction on traffic, particularly the influence of the Degree of Saturation (DS) and Level of Service (LOS). The research methodology includes data collection, road performance analysis using the 1997 Indonesian Highway Capacity Manual (MKJI), and micro-traffic simulation to evaluate road network performance and the transportation system. This study also employs four stages of traffic modeling as an analytical method. The analysis results indicate that in zones with the Do-Something scenario based on approach type and cycle time, the Degree of Saturation (DS) decreases annually, while the Level of Service (LOS) remains unchanged. Meanwhile, in zones with the Do-Something scenario based on geometric improvements, significant improvements are observed, with an increase of 29.3% on Jalan Raya Pulau Bendu and 13.8% on Jalan Raya Ngabang – Sanggau. However, the Level of Service (LOS) remains unchanged..
SUDS SEBAGAI SOLUSI PRAKTIS PERMASALAHAN DRAINASE DI KOTA SINGKAWANG VIOLETA, IONA
Jurnal Teknologi Infrastruktur Vol 6 No 2 (2024): Jurnal Teknologi Infrastruktur Volume 6 Nomor 2 Tahun 2024
Publisher : Fakultas Teknik Universitas Panca Bhakti

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Pada tahun 2023, sebesar 3,72% wilayah kota Singkawang masuk dalam area genangan banjir yang disebabkan oleh curah hujan yang tinggi, penyumbatan saluran drainase, berkurangnya area resapan air, serta bangunan yang menghalangi aliran air. Oleh karena itu, perlu suatu pendekatan yang komprehensif dan berkelanjutan dalam mengelola sistem drainase perkotaan. SUDS (Sustainable Urban Drainage System) adalah konsep yang dapat menjadi Solusi dalam mengelola air limpasan secara alami dan terintegrasi dengan lansekap, sehingga dapat mengurangi risiko banjir, meningkatkan kualitas air, serta memberikan nilai estetika dan amenitas. Implementasinya membutuhkan kolaborasi dari berbagai pihak baik pemerintah, swasta, maupun masyarakat sehingga dapat memberikan manfaat yang sebaik-baiknya bagi seluruh masyarakat dan lingkungan kota. Kata Kunci: Berkelanjutan, Drainase, Perkotaan, SUDS
Evaluasi Sistem Struktur Tahan Gempa Pada Bangunan Strategis Layanan Akademik Parabi, Ashraf Dhowian; Parabi, Arif; Yufiansyah; Octaviyana, Ricky Artha
Jurnal Teknologi Infrastruktur Vol 6 No 2 (2024): Jurnal Teknologi Infrastruktur Volume 6 Nomor 2 Tahun 2024
Publisher : Fakultas Teknik Universitas Panca Bhakti

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Pontianak, sebagai Ibu Kota Provinsi Kalimantan Barat, berdasarkan peta zonasi gempa termasuk wilayah dengan tingkat risiko gempa sangat rendah. Meskipun demikian, perkembangan terkini menunjukkan bahwa perencanaan struktur di daerah berisiko gempa rendah tetap perlu mempertimbangkan beban gempa sebagai bagian dari desain yang komprehensif. Penelitian ini mengkaji perencanaan struktur tahan gempa pada bangunan strategis berbasis fungsi akademik, dengan studi kasus pada suatu gedung pendidikan yang berlokasi di kawasan perkotaan. Perencanaan dimensi elemen struktur mengacu pada SNI 1726-2012 tentang ketahanan gempa untuk memastikan kemampuan bangunan dalam menahan kombinasi beban mati, hidup, dan gempa. Analisis dilakukan menggunakan program ETABS untuk mengevaluasi efisiensi dimensi struktur dalam menahan beban yang bekerja. Hasil penelitian menunjukkan bahwa meskipun risiko seismik di Pontianak rendah, penerapan standar gempa tetap menghasilkan elemen struktur yang efisien, memenuhi persyaratan teknis, dan meningkatkan kesiapsiagaan struktural terhadap potensi beban dinamik. Studi ini menegaskan pentingnya integrasi prinsip tahan gempa pada bangunan strategis, bahkan di wilayah dengan zonasi risiko rendah, sebagai langkah antisipatif dalam mitigasi bencana. Kata Kunci: Tahan gempa, Struktur, ETABS
IMPLEMENTASI PRINSIP KONSTITUSIONAL DALAM REGULASI KEAMANAN STRUKTURAL BANGUNAN GEDUNG: KAJIAN YURIDIS, NORMATIF, DAN TEKNIS Parabi, Ashraf Dhowian; Aisyah, Siti; Serera, Aulia Yuti; Yuliana; Mukti, Plasma Versiana; Octaviyana, Rickhy Artha
Jurnal Teknologi Infrastruktur Vol 7 No 1 (2025): Jurnal Teknologi Infrastruktur Vol 7 Nomor 1 Tahun 2025
Publisher : Fakultas Teknik Universitas Panca Bhakti

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

This study critically analyzes the implementation of constitutional principles within the framework of structural safety regulations for building constructions in Indonesia. The intersection between constitutional law and civil engineering becomes urgent to analyze considering the significant transformation of building construction regulations following the enactment of the Job Creation Law (Law No. 11 of 2020) and Government Regulation No. 16 of 2021. The study employs a normative juridical approach integrated with technical analysis through doctrinal legal research methods while still considering empirical aspects of structural safety standards. Through legislative, conceptual, and comparative approaches, this study identifies significant implementation gaps between constitutional principles and structural safety technical standards. The results indicate that: (1) there is disharmony between constitutional principles and the implementation of technical regulations, especially in the aspect of protecting citizens' human rights; (2) the paradigm shift from Building Permit (IMB) to Building Approval (PBG) has not fully accommodated the fulfillment of constitutional rights of building users; and (3) the state's constitutional accountability mechanism in building failures remains weak. The study recommends reformulating structural safety regulations that integrate constitutional principles with technical standards by strengthening the state's responsibility dimension in ensuring building safety, as well as improving the Building Feasibility Certificate (SLF) mechanism as a constitutional protection instrument. Keywords: Building construction, normative juridical study, job creation law
ANALISA KAPASITAS KOLOM PIPIH TERHADAP BEBAN GRAVITASI DENGAN DIAGRAM INTERAKSI Violeta, Iona
Jurnal Teknologi Infrastruktur Vol 3 No 1 (2023): Jurnal Teknologi Infrastruktur Volume 3, Nomor 1, Juni 2023
Publisher : Fakultas Teknik Universitas Panca Bhakti

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Utilization of column structures is generally a square shape with quite large dimensions. Therefore, it is necessary to use flat columns to adjust the width of the walls. The reduction of room space caused by the enormous dimensions of column could be solved. In addition, both exterior and interior aesthetics can be applied without affected by the large-dimensional columns. On the other hand, flat column has stiffness difference in its two main axes results to the strength capacity and stability of the entire structure. Thus, this research is delivered to study the flat column strength capacity with 3 variances, specifically with 10cmx90cm of dimensions, 15cmx60cm of dimensions, and 20cmx45cm of dimensions, and also 1 variance of conventional square column with 30cmx30cm of dimensions, in which all has total area of 900cm2. The analysis results in 10cmx90cm of flat column is not safe since some force combinations were being outside the cover of interaction curve on its weak axis. While on the 15cmx60cm of dimensions and 20cmx45cm of dimension flat columns, there were some force combinations reach the threshold of the curve cover on the weak axes, but generally can still be considered as safe. Therefore, flat column may be used in the structure design but the flatness ratio should be carefully considered since the huge inequality of its strength capacity on the strong axis and weak axis.
ANALISIS KUALITAS PAVING BLOCK HASIL HOME INDUSTRY DI KABUPATEN KUBU RAYA Febrian, M. Noval; Irvhaneil; Syahwanti, Hezliana
Jurnal Teknologi Infrastruktur Vol 7 No 1 (2025): Jurnal Teknologi Infrastruktur Vol 7 Nomor 1 Tahun 2025
Publisher : Fakultas Teknik Universitas Panca Bhakti

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Paving blocks are construction materials widely used in infrastructure development because they are easy to install, economical, and environmentally friendly. In Kubu Raya Regency, the growth of home industries producing paving blocks has increased rapidly to meet local demand. However, many of these industries have not yet met the quality standards set in SNI 03-0691-1996. This study aims to evaluate the quality of paving blocks produced by five home industries in the region by conducting compressive strength and water absorption tests. The method used was an experimental quantitative approach, in which each industry was tested with 20 paving block samples measuring 21×10×6 cm. The compressive strength test results showed that PT Arsa Beton and CV Kalimantan Beton met the quality classification A (≥35 MPa), while Paving Pontianak and Rivacon fell into quality B (≥17 MPa), and Ampera Loster only met quality D (≥8.5 MPa). The water absorption test also showed similar results, where PT Arsa Beton and Rivacon met quality A requirements (≤3%), while Ampera Loster was classified as quality D (≤10%). Overall, home industries that used press machines were able to produce paving blocks with higher quality compared to manual production. This research provides recommendations for quality improvement for small-scale industries to become more competitive and compliant with national standards. Keywords: Paving Block, Home Industry, Compressive Strength, Water Absorption, Quality Standard
PENGARUH VARIASI KONFIGURASI POSISI DIAGONAL BRACED CBF TERHADAP PERILAKU STRUKTUR RANGKA BAJA 6 LANTAI DI KOTA PONTIANAK Bachsin, Nargis Aufa; Violeta, Iona; Yufiansyah
Jurnal Teknologi Infrastruktur Vol 7 No 1 (2025): Jurnal Teknologi Infrastruktur Vol 7 Nomor 1 Tahun 2025
Publisher : Fakultas Teknik Universitas Panca Bhakti

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia is an earthquake-prone region, thus building structures must be designed to withstand seismic forces. One way to strengthen a structure is by using a Concentrically Braced Frame (CBF) system with various bracing position configurations. This study aims to analyze the influence of diagonal bracing position variations on the natural period, maximum displacement, and inter-story drift of a six-story steel structure using ETABS version 22 software. The results show that the structure without bracing produces the highest values for period, displacement, and drift. The direction of bracing installation does not significantly affect the results, as seen in variations 1A–1B, 2A–2B, and 3A–3B, which yield nearly identical outcomes. Discontinuous bracing configurations, such as in 2C–2D and 3C–3D, result in higher drift values. Variations 4A–4B provide better results than 4C–4D due to more uniform bracing distribution. Variation 2A produces the best results, with a period of 2.362 seconds (mode 1) and 1.339 seconds (mode 2), a maximum displacement of 111.81 mm, and drift values of 102.409 mm (X) and 34.139 mm (Y). However, variation 4A is more efficient, with nearly equivalent performance: a period of 2.362 seconds (mode 1) and 1.473 seconds (mode 2), a maximum displacement of 135.41 mm, and drift values of 102.39 mm (X) and 34.14 mm (Y). Keywords: Bracing, Earthquake, Period, Displacement, Drift

Page 4 of 4 | Total Record : 37

 1   2   3   4 

Filter by Year

2022 2025


Reset
Filter By Issues
All Issue Vol 7 No 1 (2025): Jurnal Teknologi Infrastruktur Vol 7 Nomor 1 Tahun 2025 Vol 6 No 2 (2024): Jurnal Teknologi Infrastruktur Volume 6 Nomor 2 Tahun 2024 Vol 5 No 1 (2024): Jurnal Teknologi Infrastruktur Vol 5 No 1 Juni 2024 Vol 5 No 02 (2023): Jurnal Teknologi Infrastruktur Vol 2 No 2 2023 Vol 3 No 1 (2023): Jurnal Teknologi Infrastruktur Volume 3, Nomor 1, Juni 2023 Vol 2 No 2 (2022): Jurnal Teknologi Infrastruktur Volume 2 No 2 2022 Vol 1 No 1 (2022): Jurnal Teknologi Infrastruktur Volume 1, Nomor 1, Juni 2022