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All Journal Paradigma : Journal of Science, Religion and Culture Studies JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Jurnal Teknik Sipil Jurnal Sains Dan Teknologi Lingkungan Jurnal Ilmu Kelautan Kepulauan JURNAL PENDIDIKAN TAMBUSAI Journal of Humanities and Social Studies Jurnal Laot Ilmu Kelautan JIIP (Jurnal Ilmiah Ilmu Pendidikan) Education Achievement: Journal of Science and Research JOMPA ABDI: Jurnal Pengabdian Masyarakat Jurnal Tahsinia Qawwam Proceeding Mercu Buana Conference on Industrial Engineering Advances In Social Humanities Research Dirasa Islamiyya: Journal of Islamic Studies
Asep Supriyadi
Jurusan Budidaya Perairan Fakultas Pertanian Universitas Lampung
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Biochemistry, Genetics & Molecular Biology Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Education Engineering Environmental Science Immunology & microbiology Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Physics Social Sciences Other

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Application of Intermediate Moment-Resisting Frame for Seven-Story Hotel Structure Building in Pontianak Figo, Luis; Yusuf, Muhammad; Supriyadi, Asep
Jurnal Teknik Sipil Vol 25, No 1 (2025): Vol 25, No 1 (2025): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i1.90511

Abstract

As part of the city"™s economic growth, constructing hotels in Pontianak requires planning considering earthquake resistance to protect building occupants and minimize material damage and the negative economic impacts of earthquakes. Therefore, this study aims to apply the Intermediate Moment Resisting Frame (SRPMM) system to the structural design of a 7-story hotel building in Pontianak. In this study, the building structure is designed using reinforced concrete with the SRPMM system, which can provide adequate stability against earthquake loads. This research includes load calculations, structural analysis, earthquake resistance design, considering the planned structural dimensions, and using structural analysis software to calculate internal forces. The building is classified as KDS C. Thus, the application of SRPMM complies with the necessities set out in SNI 2847-2019 and SNI 1726-2019. The analysis results show that the designed structure meets earthquake opposition requirements according to established standards. This study contributes to developing the application of SRPMM to multi-story buildings, particularly in regions with low to moderate earthquake risks like Pontianak.
THE CALCULATION OF THE BUILDING STRUCTURE OF INSTITUT TEKNOLOGI DAN BISNIS SABDA SETIA KOTA PONTIANAK Rahmanto, Fiqih; Elvira, Elvira; Supriyadi, Asep
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.60406

Abstract

The publishing of the new Indonesian seismic code SNI-1729-2019, which was just issued at the end of 2017, is one example of how laws controlling building construction have been changed to keep up with the times, which is the earth study result by Pusat Studi Gempa Nasional (PUSGEN) update includes incorporating a new source of an earthquake, new active faults, more accurate topography map, and earthquake catalog. One of the new seismic zones in the SNI is Pontianak, so in planning buildings in Pontianak, earthquake force parameters must be calculated so that in the event of an earthquake, anticipatory measures can be taken so as not to cause significant losses. This study is planning the structure of Institut Teknologi dan Bisnis Sabda Setia Kota Pontianak building, which refers to the Indonesian seismic code SNI-1729-2019.  The structural analysis is carried out using the help of a structural analysis program adjusted to the value of the planned structural dimensions, which are floor slabs with a thickness of 100 mm, main beams 350/700 mm, child beams 300/600 mm and 250/500 mm, to columns K1 D-800 mm and K2 500×500 mm.
Effect of Glass Powder on Physical and Mechanical Properties of Reactive Powder Concrete (RPC) Ardiansyah, Ardiansyah; Sutandar, Erwin; Supriyadi, Asep
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.87207

Abstract

Glass waste is often dumped directly into the ground or rivers in large quantities, causing environmental pollution. To overcome this problem, glass waste can be processed into powder as a mixture in concrete. This research partially uses glass powder to replace silica fume in reactive powder concrete. This research uses experimental methods to test concrete's physical and mechanical properties. The research process includes making test specimens, analyzing materials, curing, testing slump, compressive strength, split tensile strength, and elasticity modulus. The results showed that the slump values ranged from 50-75 mm, with an average volume weight of 1.990,073 kg/m ³ - 2.149,228 kg/m ³. The average compressive strength values were in the range of 56,277 MPa "“ 56,341 MPa, the average split tensile strength between 8,182 MPa - 9,384 MPa, and the average elasticity modulus between 30.543,305 MPa "“ 32.568,181 MPa. This research found that glass powder can partially replace silica fume, with an optimum content of 12,5%. At this level, the average compressive strength of RPC concrete at 28 days reached 66,341 MPa. Therefore, using glass powder in RPC concrete mixes can improve the quality of the concrete and become a more environmentally friendly construction solution.
THE INFLUENCE OF THE VARIATION IN ARCH HEIGHT OF THE MAIN TAYAN BRIDGE ON THE MEMBER FORCES Lusiana, Lusiana; Elvira, Elvira; Yusuf, Muhammad; Sutandar, Erwin; Supriyadi, Asep
Jurnal Teknik Sipil Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i4.66968

Abstract

The height of the bridge arch significantly impacts the strength and structural efficiency. Research on the height of the Tayan Bridge arch was conducted to determine the values and behaviour of member forces, structural weight, and deflection and to design the optimal arch height geometry. This research involved five variations of the arch height. The bridge structure was modelled using AutoCAD software. Relevant bridge loading data based on the SNI 1725-2016 standard was inputted into AutoCAD for structural design, and then the structure was modelled and analysed using SAP2000. The analysis results provided information on the bridge weight, deflection, and member forces. The analysis results were then compared with the bridge arch height, and this comparison was presented in the form of graphs. From the analysis results, it can be concluded that the bridge arch height has a positive linear relationship with the bridge weight. Tensile and compressive forces exhibit opposite behaviour. Increasing the arch height with constant value results in weight, deflection, and member force variations. Constantly expanding the arch height also does not lead to an increase in the stiffness of the bridge. Structurally, the optimal arch height is 42.134 meters.
Implementasi Multibeam Echosounder sebagai Alat Bantu Pencarian Rambu Penuntun yang Runtuh di Alur Pelayaran Sungai Kapuas Pontianak Siregar, Nathanael Bagaskara; Danial, Mochammad Meddy; Lestari, Arfena Deah; Meirany, Jasisca; Supriyadi, Asep
Advances In Social Humanities Research Vol. 2 No. 2 (2024): Advances in Social Humanities Research
Publisher : Sahabat Publikasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/adv.v2i2.153

Abstract

The Pontianak Kapuas River has a narrow shipping lane with a one-way route system. To reduce the danger in sailing in the shipping channel, a navigation tool is needed in the form of cardinal buoy. Based on the information obtained, there is a cardinal buoy 1 that has collapsed and endangered the shipping lanes. So it is necessary to carry out a hydrographic-bathymetric survey using the Multibeam Echosounder (MBES) technology. This survey aims to identify the coordinates and direction of the cardinal buoy object. The sounding method is a method used to obtain water depth data in the survey area. After processing the data, it was found that the coordinates of the cardinal buoy that collapsed were 0°4'29" N - 109°10'02" E and experienced a position shift of around ± 38 meters. The cardinal buoy that have been found do not block the shipping lanes because of their position as far as 240.39 meters from the shipping lanes. For this reason, the cardinal buoy that has collapsed does not need to be lifted, only a marker bouy is given,
The Effects of Quartz Sand Variation as an Additive on Concrete Compressive Strength (No Air Added) Faisal, Faisal; Sutandar, Erwin; Supriyadi, Asep
Jurnal Teknik Sipil Vol 25, No 4 (2025): Jurnal Teknik Sipil: Vol 25, No. 4, November 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i4.92086

Abstract

Concrete is a composite material widely used in construction due to its high compressive strength. However, variations in constituent materials can influence its quality and durability. One approach to improving concrete performance is to add quartz sand (SiO₂) as an additive. This study aims to analyse the effect of varying quartz sand content (0%, 5%, and 10%) on the compressive strength of non-air-entrained concrete. The research employed an experimental laboratory approach, producing cylindrical specimens cured for 28 days and tested using a compression testing machine in accordance with SNI 1974:2011. The test results showed that concrete with a 5% quartz sand addition achieved the highest compressive strength of 26.483 MPa, followed by regular concrete (26.087 MPa) and concrete with a 10% quartz sand addition (23.824 MPa). The results indicate that a moderate addition of quartz sand effectively enhances the compressive strength and density of concrete, whereas excessive dosage tends to increase porosity and reduce strength. Overall, 5% quartz sand is recommended as the optimal proportion to improve the performance of conventional concrete.
Effect of Foam Agent & Bioball Addition on Physical and Mechanical Properties of Lightweight Concrete Tanjaya, Christy Andhika; Supriyadi, Asep; Sutandar, Erwin
Jurnal Teknik Sipil Vol 25, No 4 (2025): Jurnal Teknik Sipil: Vol 25, No. 4, November 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i4.92468

Abstract

The growing demand for lightweight building materials that maintain adequate structural integrity has prompted research endeavors into lightweight concrete. This concrete possesses a lower specific gravity compared to conventional concrete, rendering it particularly well-suited for applications in soft soil and peatland environments, such as those prevalent in West Kalimantan. A notable innovation in the development of lightweight concrete involves the incorporation of foam agents and bioballs as supplementary materials, aiming to reduce the overall weight of the mixture without significantly compromising its mechanical properties. This research aims to analyze the effect of the addition of foam agent and bioball on the physical and mechanical properties of lightweight concrete, focusing on volume weight, porosity, compressive strength, split tensile strength, and modulus of elasticity. The research methodology comprised laboratory experiments with variations in the percentage of foam agent and bio ball. Compressive strength, split tensile strength, and modulus of elasticity tests were conducted at 7, 14, and 28 days of concrete age. Additionally, specific gravity and porosity measurements were taken to analyze the impact of additional materials on the physical properties of lightweight concrete. The findings indicated that incorporating foam agent and bioballs in the concrete mixture led to a reduction in the weight content of lightweight concrete to ≤ 1850 kg/m ³ and an enhancement in porosity, without substantial compromise to the compressive strength within structural lightweight concrete standards.The optimal amalgamation of foam agent and bioballs yielded lightweight concrete with optimal characteristics in terms of mechanical strength and structural efficiency. Consequently, this renders it a suitable alternative solution for construction applications in areas with low soil bearing capacity, where structural weight reduction is a major factor in design planning.
PERENCANAAN STRUKTUR BETON BERTULANG GEDUNG 7 LANTAI TAHAN GEMPA LOKASI JALAN LETJEND SUPRAPTO KOTA PONTIANAK Pratiwi, Adella; Supriyadi, Asep; Faisal, Faisal
JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Vol 9, No 1 (2022): JeLAST EDIS FEBRUARI 2022
Publisher : JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jelast.v9i1.53620

Abstract

Seiring dengan berkembangnya ilmu pengetahuan maka peraturan yang mengatur tentang konstruksi bangunan juga terus diperbarui dengan menyesuaikan perkembangan zaman. Hal tersebut dapat terlihat pada peraturan terbaru yang menunjukkan bahwa Kota Pontianak termasuk dalam zona gempa ringan berdasarkan SNI 1726-2019 sehingga setiap bangunan di Kota Pontianak memerlukan perhitungan parameter gaya gempa agar tidak menimbulkan dampak kerugian yang besar. Maka dari itu akan dilakukan perhitungan struktur beton bertulang gedung 7 lantai tahan gempa Jalan Letjend Suprapto Kota Pontianak dimana struktur direncanakan dengan Sistem Rangka Pemikul Momen dan dibatasi hanya untuk perencanaan struktur atas bangunan (pelat lantai, balok, kolom) serta struktur bawah bangunan (fondasi). Analisis struktur dilakukan dengan bantuan program analisis struktur dengan dimensi struktur yang digunakan adalah pelat lantai dengan tebal 110 mm, balok induk 550/800 mm, 600/900 mm, dan 350/600 mm, balok anak 400/700 mm, 350/600, dan 250/450 mm serta kolom K1 700×700 mm. Gedung ini termasuk dalam KDS D sehingga sistem struktur pemikul gaya seismik yang digunakan adalah Sistem Rangka Pemikul Momen Khusus (SRPMK). Pada struktur tersebut terdapat ketidakberaturan vertikal tipe 2. Berdasarkan hasil analisis perhitungan dalam merencanakan tulangan setiap komponen struktur sudah memenuhi persyaratan yang terdapat pada Standar Nasional Indonesia (SNI).Kata kunci: sistem rangka pemikul momen khusus, struktur gedung tahan gempa, SNI 1726-2019
An ANTI-CORRUPTION EDUCATION IN THE NATIONAL CURRICULUM Adya Winata, Koko; Supriyadi, Asep; Ihsan, Mahlil; Ismail, Shalahudin
Qawwam : The Leader's Writing Vol. 6 No. 2 (2025): December
Publisher : Fakultas Ushuluddin Adab dan Dakwah Insitut Agama Islam Negeri Kerinci

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32939/qawwam.v6i2.515

Abstract

Corruption is a chronic problem that can hinder development and damage the order of national life. Efforts to eradicate it cannot rely solely on legal approaches, but must be accompanied by preventive strategies through education. Anti-corruption education is seen as a strategic effort that is urgently needed to build values of honesty, integrity, responsibility, and justice. By fostering anti-corruption character through anti-corruption education in schools, it is hoped that a society will emerge that has the moral resilience and courage to reject corruption in all its forms. This article examines anti-corruption education in the national curriculum. The research method used a conceptual and normative approach through literature review and analysis of education policy. The results of the discussion show that anti-corruption education is relevant to the national education goal of developing students who are faithful, have noble character, are intelligent, and are responsible. Anti-corruption values can be implemented in schools through three approaches, namely integration into subjects, strengthening an open and accountable school culture, and participatory and extracurricular activities. Anti-corruption education in the national curriculum is urgently needed to shape a society that is honest, strong in character, transparent, and free from corruption.
Co-Authors ., Vitalis Aan Hasanah Abdurrohman, Abdurrohman Adya Winata, Koko Agus, Ceng Ahmad Solihin Al Husain, Muhammad Fajrul Islam Al-iqram, Iik Alawi, Dindin Albanius, Rodi Aminah, Sofiatul Andewi Suhartini, Andewi Andi Harmoko Arifin Andrean, Muhamad Lutfi Andrianus Andrianus, Andrianus Anjarwati, Retno Anugerah, Filla Alifia ARDIANSYAH ARDIANSYAH Ardiansyah, Refani Arfan ., Arfan Arifin, Bambang Samsul Arsita, Erra Aryanti, Melisa Vania Aryanto Aryanto Azhari, Adli Budiman, Banyu Sugara Chrisna Djaja Mungok Chrisna Djaya Mungok Danial, M. Eddy Samsurizal Elvira Elvira Erni Haryanti Erwin Sutandar Faisal Faisal Fanangkah, Cornelius Wisnu Aji Fauzi, Rizal Ula Ananta Figo, Luis Gunawan, Ardi Hafidz Akbar Halim Harbi, Dani Darul Hardianto, Raditya Hasan Basri Hasanah, Misadatul Heri Priyanto, Heri Herwani . Honggo, Eko I Gusti Ngurah Antaryama Ihsan, Mahlil Ilmiah, Danabillah Indrayuni, Putri Iqbal, Aji Muhammad Ismail, Shalahudin Ismunandar, Harri Junanah ., Junanah Karsa, Dede khusnul khotimah Kiswandi, - Kusuma, Rizki Ridha Lestari, Arfena Deah Lusiana Lusiana M Indrayadi M Yusuf M. Yusuf Mardiana, Yosep Marta, Angga Mayasari, Annisa Meddy Danial, Mochammad Meirany, Jasisca Mochammad Imron Awalludin Mochammad Meddy Danial Mohamad Erihadiana, Mohamad Muhammad Yusuf Mungok, Crisna Djaja Mustafa, Izzuddin Najili, Hakin Natsir, Nanat Fatah Nawwardi, Irfan Ningsih, Indah Wahyu Nuraeni, Lina Nurjaman, Jajang Nurwadjah, Nurwadjah Odie Sulung, Odie Permadi, Dandi Mughni Powerija, Ing Cahya Prastyo, Yudi Pratiwi, Adella Putra, Chaello Agries Putri Fazriyanti, Putri Rahmanto, Fiqih Ramadhan, Fahmi Izzulhaq Rendy Bayu Aditya Ruswandi, Uus Salsabila, Niswa Samsul Saputra, Oktorio Sari, Ahmad Selvialesti, Jessy Septiawan, Andre Kurnia Setiawan, M. Imam Sinaga, Hommy Dorthy Ellyany Siregar, Nathanael Bagaskara Sitohang, Maria Septhree Winna Sucipto, Hari Suhendra Suhendra Sulistiyo, Pupung Sutomo, Yogi Ilham Syah, Muhibbin Tanjaya, Christy Andhika Tyas, Ajeng Asrining Umar Umar Wardana, Alifia Ayu Widodo Brontowijoyo, Widodo William, Devin Edgar Yosafat, Aditya Ando