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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 3 Documents
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Search results for , issue "Vol 7 No 1 (2025): Jurnal Teknologi Infrastruktur Vol 7 Nomor 1 Tahun 2025" : 3 Documents clear
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

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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
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

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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

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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

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