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All Journal JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Jurnal Teknik Sipil SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan NUSANTARA : Jurnal Ilmu Pengetahuan Sosial JURNAL PENDIDIKAN TAMBUSAI JURNAL CEMERLANG: Pengabdian pada Masyarakat YUME : Journal of Management Jurnal Bidan Komunitas Journal of Midwifery and Nursing Portal: Jurnal Teknik Sipil JURNAL ILMIAH OBSGIN : Jurnal Ilmiah Ilmu Kebidanan & Kandungan Zonasi: Jurnal Sistem Informasi JURNAL ILMIAH FEASIBLE (JIF) Abdi Laksana : Jurnal Pengabdian Kepada Masyarakat JURNAL PENDIDIKAN, SAINS DAN TEKNOLOGI Jurnal Pengabdian Kesehatan Hydrogen: Jurnal Kependidikan Kimia Sibatik Journal : Jurnal Ilmiah Bidang Sosial, Ekonomi, Budaya, Teknologi, Dan Pendidikan PROGRESIF Jurnal Pendidikan dan Perhotelan Jurnal Ilmiah Mahasiswa Pendidikan KREASI Innovative: Journal Of Social Science Research Jurnal Manarang Manajemen dan Bisnis Jurnal Pustaka Indonesia INOVASI: Jurnal Ekonomi, Keuangan, dan Manajemen Gayatri : Jurnal Pengabdian Seni dan Budaya
Elvira Elvira
Fakultas Teknik Jurusan Teknik Sipil Universitas Tanjungpura Pontianak, Indonesia
Agriculture, Biological Sciences & Forestry Arts Humanities Biochemistry, Genetics & Molecular Biology Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Medicine & Pharmacology Nursing Public Health Social Sciences Veterinary Other

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Analysis of the Structural Behavior of the 6-Story the Pastoral Center of the Archdiocese of Pontianak to Earthquake Loads Vian, Ryan Al; Herwani, Herwani; Elvira, Elvira
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.v24i4.83863

Abstract

This study analyzes the structural behavior of the 6-story Pastoral Center of the Archdiocese of Pontianak under earthquake loads, emphasizing its stability, safety, and performance in soft soil conditions. The analysis includes evaluating load combinations, response spectrum curves, stability coefficients, and P-Delta effects. Results indicate that the building's structural stability meets seismic standards, with load combinations effectively calculated and deviations between design and actual conditions remaining within allowable tolerances. The response spectrum curve highlights peak accelerations during short periods, corresponding to the region's soft soil characteristics. The P-Delta effect does not significantly impact stability, confirming that the structure performs well under seismic loads. Future research is recommended to optimize earthquake-resistant designs for buildings with six or more stories, focusing on innovative materials, advanced foundation systems, and real-time monitoring technologies. This study concludes that the Pastoral Center structure provides adequate safety and stability while offering pathways for improving structural resilience in seismic-prone areas.
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.
THE EFFECT OF USING EPOXY RESIN VARIATIONS ON THE VALUE OF COMPRESSIVE STRENGTH, SPLIT STRENGTH, AND ELASTIC MODULUS OF POLYMER MORTARS USING RIVER SAND Novita, Arisia; Elvira, Elvira; Priadi, Eka; Herwani, Herwani
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.67500

Abstract

The rapid development of physical and infrastructure projects in Indonesia necessitates efficient building materials. Mortar, a standard construction material comprising fine aggregate, water, and cement, has strength, environmental resistance, and flexibility limitations. This study investigates using epoxy resin as a substitute for cement in mortar production. Epoxy resin, a liquid material that hardens into a strong binder, offers potential benefits such as accelerated setting time and increased strength. The research uses river sand as the fine aggregate and varies the epoxy resin content from 5%, 10%, 15%, 20%, and 25% of the material volume. Tests will measure compressive strength, split tensile strength, and modulus of elasticity across different epoxy resin compositions. Results from Tanjung Pura University's Materials and Construction Laboratory in Pontianak indicate that adding epoxy resin significantly improves compressive strength (up to 35.92 MPa at 25% resin) and tensile strength (up to 3.82 MPa at 25% resin). However, adding epoxy resin leads to a decreased modulus of elasticity, indicating increased deformability. This research sheds light on epoxy resin's impact on mortar strength and informs potential applications in concrete repair and construction.
DESIGN OF EARTHQUAKE-RESISTANT REINFORCED CONCRETE STRUCTURE OF AN EIGHT-STOREY FLATS IN PONTIANAK CITY Amin, Uray Maulaya Khoiriyah; Yusuf, Muhammad; Elvira, Elvira
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.v23i4.68275

Abstract

The mild to moderate earthquake zone includes the West Kalimantan region, especially Pontianak City. Along with the development of science, regulations governing building construction are continuously updated. SNI 1726-2019 results in that every building in the current mild earthquake zone must consider the earthquake force parameters so as not to cause a significant loss impact. Therefore, the design of an eight-story flats structure located in Pontianak will be carried out to obtain the dimensions of structural components resistant to earthquake loads based on SNI 1726-2019. This building design is a reinforced concrete structure with a moment-bearing frame system, and the structural analysis is modeled with a structural analysis program. The structural dimensions used are 100 mm thick floor plates, 350/700 mm and 400/800 mm for the primary beams, 250/500 mm for the secondary beam, and 800x800 mm columns. This building is included in KDS C, so the earthquake force-bearing structural system used is the Medium Moment Bearing Frame System (SRPMM). This structure has a type 2 horizontal deviation or inner corner deviation and a type 2 vertical deviation or weight (mass) deviation. Based on the structural analysis results, it is then adjusted to the structural parameters by the Indonesian National Standard (SNI). The results of the structural analysis are then continued with the calculation of reinforced concrete structures in accordance with the Indonesian National Standard (SNI) to ensure that the results meet the required safety criteria.
SISTEM INFORMASI ADMINISTRASI DAN GEOGRAFIS DESA BARU DI KECAMATAN SILAT HILIR KABUPATEN KAPUAS HULU PROVINSI KALIMANTAN BARAT Herawati, Henny; Lestyowati, Yoke; Kartini, Kartini; Yulianto, Eko; Elvira, Elvira; Panandita, Budi Satria; Ibrahim, Ibrahim
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 7, No 4 (2023): December
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v7i4.20023

Abstract

ABSTRAKKecamatan Silat Hilir merupakan salah satu kecamatan di Kabupaten Kapuas Hulu, Kalimantan Barat dan memiliki 13 desa. Kendala utama dalam pelayanan administrasi bagi masyarakat adalah pelayanan administrasi dilakukan dengan cara manual. Belum tersedianya sistem informasi guna mempercepat penyelesaian pelayanan. Pada proses pelayanan adminstrasi telah menggunakan perangkat komputer, namun penyimpanan data masih menggunakan sebuah buku besar untuk menulis data surat administrasi warga. Hal ini menyebabkan masih banyak keluhan dari masyarakat terkait prosedur yang belum teratur, tidak ada kepastian jangka waktu, sehingga masyarakat menilai petugas tidak profesional berakibat timbulnya citra yang kurang baik terhadap pemerintah. Berdasarkan analisis situasi dan permasalahan yang ada, maka tujuan dari kegiatan ini adalah menyediakan sistem informasi administrasi dan geografis untuk Desa Baru di Kecamatan Silat Hilir. Pengabdian Kepada Masyarakat ini dilakukan dengan metode: penjelasan/pemaparan secara langsung kepada penyelenggara pelayanan yang membutuhkan informasi tentang sistem informasi, menyediakan manual, serta pelatihan bagi penyelenggara pelayanan untuk menggunakan sistem informasi desa yang dibuat. Mitra sasaran dari kegiatan ini adalah perangkat Desa Baru khususnya dan juga camat dan staf administrasi di Kecamatan Silat Hilir. Mitra yang hadir pada kegiatan ini terdiri dari camat, kepala desa, staf kecamatan dan staf desa yang berjumlah 23 peserta. Hasil dari kegiatan ini berupa: (1) Menyampaikan informasi mengenai sistem informasi berupa penjelasan singkat, manfaat, dan contoh-contoh sistem informasi yang ada; (2) Mensosialisasikan pentingnya sistem informasi administrasi dan geografis bagi penyelenggara pelayanan, terutama di desa Baru di Kecamatan Silat Hilir dan desa sekitarnya; (3) Mengadakan pelatihan kepada penyelenggara pelayanan di Desa Baru agar dapat menggunakan sistem informasi dengan baik sesuai dengan kebutuhan penyelenggara pelayanan. Kata kunci: sistem informasi; geografis; desa; pelayanan desa; desa baru. ABSTRACTThe Silat Hilir Sub-district, situated in the Kapuas Hulu Regency of West Kalimantan, comprises 13 villages. The main challenge in delivering administrative services to the community lies in the manual execution of administrative tasks. The absence of an information system hinders the prompt completion of services. Although computer tools are utilized in the administrative process, data storage still relies on a ledger for recording citizens' administrative correspondence. This leads to numerous objections from the community due to irregular procedures and the lack of defined timeframes, resulting in an alleged lack of professionalism among officials, negatively impacting the government's image. Based on an analysis of the current situation and issues, several solutions have been implemented: (1) Disseminating information about information systems through brief explanations, elucidating their benefits, and providing examples of existing systems; (2) Advocating the importance of administrative and geographic information systems for service providers; (3) Conducting training for service providers in Baru village to proficiently use the information system according to their service requirements. This community engagement involves direct presentations to service providers in need of information about information systems, supplying manuals, and offering training for service providers to utilize the village information system. Keywords: information sistem; geographic; village; village services; baru village.
ETOS KERJA PEDAGANG MIE TEK-TEK SISTEM BAGI HASIL (PROFIT SHARING) DI KOTA PEKANBARU Elvira, Elvira; Susanti, Rina
NUSANTARA : Jurnal Ilmu Pengetahuan Sosial Vol 11, No 3 (2024): NUSANTARA : Jurnal Ilmu Pengetahuan Sosial
Publisher : Universitas Muhammadiyah Tapanuli Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31604/jips.v11i3.2024.1003-1014

Abstract

Penelitian ini dilakukan pada pedagang mie tek-tek sistem bagi hasil yang berada di Kota Pekanbaru dengan tujuan untuk mengetahui etos kerja pedagang dan kehidupan pedagang mie tek-tek sistem bagi hasil (profit sharing) di Kota Pekanbaru. Tinjauan dasar dalam penelitian ini menggunakan teori etos kerja dan teori orientasi nilai budaya. Untuk menjawab rumusan masalah, digunakan metode kualitatif deskriptif dengan teknik pengumpulan data berupa wawancara mendalam, observasi, dan dokumentasi. Subjek dalam penelitian ini diambil menggunakan teknik purposive sampling yang melibatkan 6 orang informan dengan rincian 5 orang informan utama dan 1 orang informan kunci. Hasil penelitian diketahui bahwa terdapat 6 indikator yang menentukan etos kerja pedagang, diantaranya yaitu semangat kerja, kejujuran dan tanggung jawab, disiplin kerja, keterampilan, motivasi, dan produktivitas dalam bekerja. Pedagang mie tek-tek memiliki semangat kerja yang berbeda-beda, jujur dan bertanggung jawab dalam mematuhi aturan dari pemilik usaha, disiplin waktu dalam bekerja, memiliki keterampilan bekerja, memiliki motivasi bekerja dari dalam diri maupun dari luar dirinya, dan produktivitas serta penghasilan antar pedagang berbeda antara satu dengan yang lainnya. Kehidupan pedagang mie tek-tek sistem bagi hasil (profit sharing) dilihat dari hakikat hidupnya dalam bekerja. Pedagang memandang kehidupannya baik dan berusaha untuk menjadi lebih baik lagi dengan selalu menambah mutu karyanya dalam bekerja sehingga kehidupannya selalu berorientasi ke masa depan untuk pemenuhan nafkah hidup dan rencana perbaikan hidupnya sehingga untuk memperoleh hal tersebut pedagang selalu tunduk pada alam dan saling memiliki rasa ketergantungan terhadap sesama pedagang, pembeli, pemilik usaha, dan masyarakat sekitar untuk menjalani kehidupannya.
PENGARUH VARIASI RESIN EPOKSI TERHADAP KUAT TEKAN PADA MORTAR POLIMER BERBAHAN DEBU BATU Idris Setianto, Achmad; Elvira, Elvira; Sulandari, Eti; Herwani, Herwani; Nurhayati, Nurhayati; Rabihati, Etty
SIBATIK JOURNAL: Jurnal Ilmiah Bidang Sosial, Ekonomi, Budaya, Teknologi, Dan Pendidikan Vol. 5 No. 2 (2026)
Publisher : Penerbit Lafadz Jaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/sibatik.v5i2.4425

Abstract

Polymer mortar is an alternative material developed by utilising epoxy resin as a binder and stone dust as a fine aggregate. This study aims to analyse the effect of epoxy resin variation on the compressive strength of stone dust-based polymer mortar. The epoxy resin variations used in this study were 10%, 15%, and 20% of the material weight. Compressive strength testing was conducted at ages of 1, 2, 7, 14, and 21 days. The results showed that an increase in the percentage of epoxy resin significantly improved the mechanical properties of polymer mortar. At a variation of 10%, a compressive strength of 9.03 MPa was obtained at 21 days. Meanwhile, a variation of 20% resulted in a compressive strength of 17.71 MPa. This study indicates that an increase in the epoxy mixture content and a longer testing age affect the increase in the compressive strength of stone dust-based polymer mortar. These results also support the application of sustainable construction principles through the use of alternative materials.
Co-Authors Abdul Hamid Aditia, Candyda Renny Ahmad Zamsuri, Ahmad Aji Pratama, Muhammad Reza Akmalia, Rizki Ala, Bob alfin, alfin Aliya Sandra Dewi, Aliya Sandra Amaliya, Nashiroh Dini Amin, Suci Amin, Uray Maulaya Khoiriyah ANDARI, Putri Antaiwan Bowo Pranogyo Anugerah, Filla Alifia Apt, Sunanto Asep Supriyadi Azwar, Muhammad Iqbal Bambang Budiono Bau Ratu Budi Satria Panandita Dalimunthe, Nur Atikah Dian Fitriana, Dian Ebariani, Ebariani Ediansjah Zulkifli Egi, Al Eka Afrika Eka Priadi EKO YULIANTO elliyana, ela Erwin Sutandar Eti Sulandari Faisal Faisal Febriani, Ade Gervasius Herry Purwoko Girindraswari, Nawung Asmoro Gusti Zulkifli Mulki Haeruddin Hafid Hakika, Ifkhyna Khaula Handalan, Cek Putera Hendro, Junaidi Herawati, Henny Herwani . Hulu, Ijes Jenifer Ibrahim Ibrahim Ichwan Riodini Idris Setianto, Achmad Imranah, Imranah Ishak Hasan Iswandi Imran Ivindra Pane Juliardi, Ruswitri Juni Astuti, Dina Putrsi Kardianto, Arie Karnela, Karnela Kartini Kartini Khaerul W, Said Kholifah, Umi Nur Lawalata, Dolfi Geflesia Lusiana Lusiana Mayangsari, Marrisa Aulia Misnah Misnah Muhammad Ikhsan Muhammad Yusuf Nazaret, Tryoanda Neni Rohaeni Novita, Arisia Nurhayati Nurhayati Nurjannah, Eka Olala, Numeri Beny Pahan, Berth Penny Permana, Kefas Satriya Prayoga, Yudi Putri, Nurul Aisyah R. M. Rustamaji, R. M. Rabihati, Etty Rahmanto, Fiqih Rina Susanti Rizka Mardiya Rizki Amalia RUSTAMAJI RUSTAMAJI Rutinaias Haholongan Salsabila, Chairunisa Sefle, Yohana Siahaan, Torchis Simanjuntak, Nova Lady Siti Maysaroh Sitohang, Maria Septhree Winna Slamet Widodo Stella, Cindy Meilinda Sumampouw, Ruland Willy Jack Suradi, Ahmad Syahputra, Rizki Syahtriatna Djusar Syamsuddin, Suryani Tarsono Tarsono Tengku Isni Yuli Lestari Putri Ulida, Ulida Vian, Ryan Al William, Devin Edgar Winda Sherly Utami Yasin, Usman Yoke Lestyowati Yoyoh Jubaedah Yusaerah, Nur