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All Journal Jurnal Fisika Unand PENA SAINS Journal of Advanced Civil and Environmental Engineering SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Jurnal Abdimas PHB : Jurnal Pengabdian Masyarakat Progresif Humanis Brainstorming Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Nusantara Science and Technology Proceedings International Journal of Eco-Innovation in Science and Engineering (IJEISE) Jurnal VORTEKS Journal of Civil Engineering Science & Technology (CI-TECH) Jurnal Teknik Sipil Dharma: Jurnal Pengabdian Masyarakat Jurnal Civil Engineering Study Composite: Journal of Civil Engineering EduInovasi: Journal of Basic Educational Studies Journal of Civil Engineering, Planning, and Design (JCEPD) MERDEKA: Jurnal Ilmiah Multidisiplin Joong-Ki
Nia Dwi Puspitasari
Universitas Pembangunan Nasional Veteran Jawa Timur
Religion Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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Kajian Biofisika FRRS Untuk Mengurangi Nyeri Kelelahan Pada Kaki Dengan Stimulasi Listrik dan Magnet Primasari Cahya Wardhani; Nia Dwi Puspitasari; Zakiyah Dania Billah; Tri Anggono Prijo; Bagas Aryaseta; Sakinah Sakinah; Widya Rachma Wulan; Syahrul Munir
Jurnal Fisika Unand Vol 13 No 6 (2024)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jfu.13.6.762-770.2024

Abstract

This research aims to design and test the effectiveness of the Foot Reflection-Relaxation Stimulator (FRRS), which combines electrical and magnetic stimulation as a reflexology therapy method to reduce pain caused by fatigue. FRRS is designed to stimulate reflex points in the feet by applying principles of physics such as static magnetic fields and Lorentz force, which are expected to enhance blood circulation and relax tense muscles. The testing was conducted on 25 healthy male participants who experienced leg fatigue after traveling a distance of 20 km. Pain levels were measured using the Numerical Rating Scale (NRS) before and after treatment with FRRS. The results showed a significant decrease in pain scale, from an average of 7 before treatment to 3.12 after treatment. The use of FRRS has proven effective in reducing pain due to fatigue in the legs, which is believed to be due to increased blood circulation and muscle relaxation. Thus, FRRS can be a practical and efficient solution to improve the quality of life for individuals who often experience fatigue and pain in their legs.
Analisis Ketidakberaturan Horizontal Struktur Rangka Gedung Oval Dengan Pushover Analysis Pada Rumah Sakit UPT Vertikal Surabaya Safriana Wahdi, Yudha; Kartini, Wahyu; Dwi Puspitasari, Nia
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 7 No. 2 (2024): DECEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v7i2.6194

Abstract

Building A at the Surabaya UPT Vertical Hospital is an example of using limited land to meet space needs. However, the oval shaped geometry of the building causes the frame structure to be different from usual. This changes in geometry has an impact on the occurences lateral and mass irregularities in the building structure. This study aims to analyze the stability and performance of oval structures by considering the influence of earthquake loads. The capacity level of structure is evaluated using the Performance Based Design method. This method involves conducting a Pushover Analysis by applying a predefined lateral dynamic load to the structure and gradually  increasing it until the structure reaches its maximum capacity, ultimately leading to the structural failure. The results of this research obtained a ductility value of 1.21 for the X axis and 1.46 for the Y axis, this value makes the structure classified as partially ductile and not fully ductile. The performance level of the structure on the longitudinal axis (X) is 0.002 and on the transverse axis (Y) is 0.0019, so the structure is classified as SP-1 Immediate Occupancy, which means that the damage caused is not dangerous even if an earthquake occurs. The results of this research can be used as a guide in planning and evaluating oval or other irregular building structures, especially for vital buildings in areas with high earthquake risk.
MONITORING SUHU BETON PONDASI RAFT MENGGUNAKAN THERMOCOUPLE PADA PROYEK PEMBANGUNAN RUMAH SAKIT Yulianti, Gita; Putri, Yulia; Nia Dwi Puspitasari
MERDEKA : Jurnal Ilmiah Multidisiplin Vol. 2 No. 2 (2024): Desember
Publisher : PT PUBLIKASI INSPIRASI INDONESIA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62017/merdeka.v2i2.2767

Abstract

Penelitian ini mengimplementasikan sistem monitoring suhu beton pada pengecoran pondasi raft di proyek pembangunan rumah sakit khusus kanker dengan volume beton yang besar. Sistem monitoring ini menggunakan thermocouple yang terdiri dari kabel kawat + sensor thermocouple Tipe K (probe), temperatur Indikator (thermometer Suhu), dan alat bantu pemasangan lainnya. Tujuan penelitian adalah untuk mengetahui efektivitas penggunaan thermocouple dalam memonitoring suhu beton pada pondasi raft tahap 3 di proyek rumah sakit khusus kanker. Hal ini dilakukan untuk mengoptimalkan proses curing beton dan mencegah terjadinya retak akibat perubahan suhu yang cepat. Hasil penelitian menunjukkan bahwa sistem monitoring suhu menggunakan thermocouple yang diimplementasikan dapat memberikan informasi yang akurat dan real-time tentang profil suhu beton. Informasi ini sangat berguna untuk mengambil tindakan korektif jika terjadi penyimpangan suhu yang signifikan.
Penerapan Metode PIT (Pile Integrity Test) Untuk Mengetahui Kualitas Bore Pile Pada Jembatan Bagor Bagasnanta, Muhammad Rizky; Nia Dwi Puspitasari
MERDEKA : Jurnal Ilmiah Multidisiplin Vol. 2 No. 2 (2024): Desember
Publisher : PT PUBLIKASI INSPIRASI INDONESIA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62017/merdeka.v2i2.3172

Abstract

Pondasi borepile dibuat dengan cor di tempat (cast in-situ) sesuai dengan kedalaman rencana. Karena integritas beton pondasi bor tertanam di dalam lubang bor, tidak mungkin untuk mengontrol kualitas pekerjaan pengecoran secara visual. Akibatnya, untuk mengetahui integritas beton pondasi bor, metode uji non-destructive Pile Integrity Test (PIT) digunakan. Penelitian ini mengambil sampel enam tiang bor dengan diameter 800 mm dan kedalaman 30 m di proyek penggantian jembatan bagor di Situbondo, Jawa Timur, untuk menentukan integritas beton pondasi bor dengan metode PIT. Hasil pengujian PIT yang dilakukan pada kelima tiang uji menunjukkan bahwa integritas beton tiang tersebut berada dalam kategori aman dan satu tiang berada dalam keadaan pengecilan dan adanya retakan pada kedalaman 15m
Analisis Perbandingan Biaya dan Waktu Metode Pelat Konvensional (Cast In Situ) dengan Metode Half Slab Precast pada Proyek Pembangunan RS UPT Vertikal Surabaya Gunawan, Rachmat; Dita Pahang Putra, I Nyoman; Puspitasari, Nia Dwi
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.963

Abstract

The construction project of UPT Vertical Hospital is located in Surabaya, East Java. The project uses a conventional method for its floor slab structure, but the method has many drawbacks such as requiring a lot of labor for formwork work, being highly dependent on weather conditions, and not guaranteeing the quality of concrete in the connection area. For this reason, the precast half slab method will be planned as an alternative solution. This research aims to determine the results of comparative analysis between the conventional method (cast in place) and the half slab precast method in terms of cost and time. The method used in this research is a comparative quantitative method. The results of the analysis of the two methods are the conventional method takes 160 days and costs Rp. 13,315,000,000.00 while the half slab precast method takes 140 days and costs Rp. 10,736,000,000.00. In conclusion, the more efficient method used is the half slab precast method because the method takes 20 days less time and the difference in cost is Rp. 2,579,000,000.00 cheaper than the conventional method (cast in place).
Effect of Fosroc Cebex-100 and Fly Ash Stabilization on the Microstructural Properties of Soft Soil Farichah, Himatul; Firmansyah, Yerry Kahaditu; Puspitasari, Nia Dwi; Damayanti, Apta Kania
International Journal of Eco-Innovation in Science and Engineering (IJEISE) Vol. 5 No. 2 (2024): IJEISE
Publisher : UPN Veteran Jatim

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/ijeise.v5i2.133

Abstract

This study investigates the microstructural effects of stabilizing soft soil using fly ash and Fosroc Cebex-100. The soft soil used in this study was collected from the construction site of the Northern Ring Road (JLU) Section 1 in Lamongan regency. Firstly, a series of laboratory soil test was performed to obtain the index properties of the soil sample including unit weight, specific gravity, Atterberg’s limits, optimum moisture content, and maximum dry unit weight. The soil was then treated with three variations of fly ash (20%, 25%, and 30%), while the Fosroc Cebex-100 dosage was held constant at 0.45% of the fly ash weight. A CBR test indicated that a 20% fly ash and Fosroc Cebex-100 mixture achieved the highest CBR value. Consequently, this optimal mix was selected for SEM-EDX (Scanning Electron Microscopy - Energy-Dispersive X-ray Spectroscopy) analysis to further examine microstructural characteristics. Additional fly ash and Fosroc Cebex-100 to the soft soil will influence the microstructural properties of the soil. SEM analysis show that addition of fly ash and Fosroc Cebex-100 results in significant changes in the soil matrix, including increased particle bonding, reduced porosity, and a denser overall structure. Moreover, the addition of fly ash and Fosroc Cebex-100 contribute to the presence of iron (Fe) in the treated soil.
Stress Analysis of PCI-Girder Precast Concrete Segmental Bridge Based on SNI 1725:2016 (Case Study: Konaweha River Bridges, Southeast Sulawesi) Puspitasari, Nia Dwi; Kartini, Wahyu; Alfiansyah, Achmad Dzulfiqar
Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): May
Publisher : Faculty of Civil Engeneering and Planning - ITATS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jcepd.2023.v2i1.4530

Abstract

A prestressed bridge is an alternative way of structural design because of the ease of procurement and installation. For long-span bridges, prestressed beams only require minimum cross-sectional dimensions along with reliable performance. A prestressed concrete beam is always made in several segments to facilitate delivery. It is necessary to analyse and control the stress that occurs due to the external load and the loss of prestress. This study aims to provide a detailed stress analysis of PCI-girder precast concrete segmental bridges, considering the provisions and guidelines specified in SNI 1725:2016. Four stages of construction will be controlled. Namely at the transfer stage, the after-loss of the prestressed stage, the composite beam stage, and the service stage. The tensile and compressive stress analyses will be carried out on the upper side of the bridge surface, the upper side of the girder, and the bottom. If tensile stress occurs, it indicates that the girder is not capable of withstanding the applied load, and additional anchorages need to be installed at each joint between segments. The result obtained from the stress analysis conducted in this study is that no tensile stress is found in any critical sections of the girder. The stress that occurs has fulfilled the design capacity, without any tensile stress occurring in the bridge.
Penyuluhan pentingnya water treatment system dalam menjamin ketersediaan air bersih Fatikasari, Aulia Dewi; Alfiansyah, Achmad Dzulfiqar; Puspitasari, Nia Dwi; Jagad, Sulthanul Auliya; Fandini, Reina Maulidiya
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 8, No 4 (2024): December
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v8i4.26728

Abstract

Abstrak Perumahan Griya Bhayangkara di Desa Masangan Kulon, Sukodono, Sidoarjo menghadapi permasalahan kualitas air yang ditandai dengan kekeruhan air sumur, bercak kuning di kamar mandi, noda putih pada peralatan dapur, serta bau tidak sedap. Kegiatan pengabdian ini bertujuan untuk memberikan pemahaman kepada warga mengenai Water Treatment System dalam meningkatkan kualitas air bersih untuk kebutuhan sehari-hari. Metode pelaksanaan terdiri dari dua rangkaian kegiatan, yaitu sosialisasi berupa pemaparan materi tentang pentingnya air bersih dan praktik pembuatan Water Treatment System yang meliputi proses koagulasi, sedimentasi, filtrasi, dan disinfeksi. Kegiatan dilaksanakan dengan jarak 16 km dari UPN "Veteran" Jawa Timur dan dihadiri oleh 25 warga. Hasil dari kegiatan pengabdian ini adalah meningkatnya pengetahuan dan pemahaman warga tentang metode sederhana Water Treatment System untuk meningkatkan kualitas air bersih yang akan dimanfaatkan dalam kehidupan sehari-hari. Kata kunci: water treatment system; ekonomi hijau; air bersih; penyaringan air. Abstract The Griya Bhayangkara housing complex in Masangan Kulon Village, Sukodono, Sidoarjo faces water quality problems which are characterized by turbid well water, yellow spots in the bathroom, white stains on kitchen equipment, and unpleasant odors. This service activity aims to provide residents with an understanding of the Water Treatment System in improving the quality of clean water for their daily needs. The implementation method consists of two series of activities, namely socialization in the form of presenting material about the importance of clean water and the practice of making a Water Treatment System which includes the processes of coagulation, sedimentation, filtration and disinfection. The activity was carried out at a distance of 16 km from UPN "Veteran" East Java and was attended by 25 residents. The result of this service activity is increased knowledge and understanding of residents about simple Water Treatment System methods to improve the quality of clean water that will be used in everyday life. Keywords: water treatment system; green economy; clean water; water filtering.
Analisis Perletakan Corewall pada Gedung Rumah Sakit UPT Vertikal yang Memiliki Ketidakberaturan Struktur Januar Pradipta Lisdianto; Sumaidi; Nia Dwi Puspitasari
EduInovasi:  Journal of Basic Educational Studies Vol. 5 No. 2 (2025): EduInovasi:  Journal of Basic Educational Studies
Publisher : Intitut Agama Islam Nasional Laa Roiba Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47467/edu.v5i2.7314

Abstract

Construction of a Hospital in Surabaya. This hospital consists of 4 buildings, where the front building will be the medical check-up building and the 3 back buildings will be the cancer, brain and heart specialist buildings. In the brain specialist building there are several corewalls that were used during its construction. The re-planning of this building was carried out by changing the location of the corewall so that we could find out which corewall location was more efficient. In designing a corewall structure, there are several aspects that need to be considered, namely base reaction, earthquake period and drift between floors of the building. Analysis of the location of the corewall was carried out using the Excel and Etabs applications based on trial and error by moving the location of the main corewall away from and closer to the center of mass and strength. From the results of the analysis, it was found that there were 2 location modifications whose results were better than the others. In Modification 1 this is done by moving away from the center of mass and stiffness and in Modification 2 the location is changed by bringing the center of mass and stiffness closer. From the results of Modification 1, the base reaction in Direction X = 13011 kN and Direction Y = 10883 kN, the deviation between floors in Direction 58.34mm. From the results of the analysis carried out, it can be concluded that the results of modification 1 are with Spectra X = 13011 kN and Spectra Y = 10883 kN.
Penguatan Layanan Pengadaan Barang dan Jasa melalui Digitalisasi Perencanaan dan Penunjukan Langsung Berbasis Web di UPN “Veteran” Jawa Timur Puspitasari, Nia Dwi; Haromainy, Muhammad Muharrom Al; Putro, Raden Kokoh Haryo
Joong-Ki : Jurnal Pengabdian Masyarakat Vol. 5 No. 1: November 2025
Publisher : CV. Ulil Albab Corp

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56799/joongki.v5i1.11402

Abstract

Digitalisasi dalam pengadaan barang dan jasa menjadi langkah strategis. Kegiatan pengabdian kepada masyarakat ini difokuskan pada pengembangan sistem informasi perencanaan dan penunjukan langsung berbasis web di Unit Pengelolaan Pengadaan Barang dan Jasa (UPPBJ) UPN “Veteran” Jawa Timur. Program ini dilatarbelakangi oleh kebutuhan untuk mengoptimalkan proses pengadaan yang sebelumnya dilaksanakan secara manual dan memakan waktu. Metode yang digunakan adalah pendekatan partisipatif community-based system development, yang menempatkan mitra sebagai aktor aktif dalam setiap tahapan, mulai dari analisis kebutuhan, perancangan, implementasi, hingga evaluasi. Hasil implementasi menunjukkan peningkatan efisiensi input data hingga 40% dan skor SUS rata-rata 82 (kategori excellent). Evaluasi kepuasan pengguna mengindikasikan peningkatan signifikan pada indikator efisiensi (88%), transparansi (91%), kemudahan akses (85%), dan keandalan informasi (89%). Program ini tidak hanya menghasilkan sistem yang fungsional, tetapi juga meningkatkan kapasitas sumber daya manusia mitra dalam mengelola proses pengadaan secara digital. Rekomendasi pengembangan di masa mendatang mencakup integrasi dengan e-Katalog dan modul e-payment untuk memperkuat keterpaduan sistem.
Co-Authors Akbar Sujiwa Akbar, Musafa Aldiansyah, Fauzi Alfiansyah, Achmad Dzulfiqar Alfiansyah, Achmad Dzulfiqar Aruan, Nenni Mona Aryaseta, Bagas Aryaseta, Bagas Aulia Dewi Fatikasari Bagas Aryaseta Bagasnanta, Muhammad Rizky Billah, Zakiyah Dania Damayanti, Apta Kania Dita Pahang Putra, I Nyoman Fandini, Reina Maulidiya Fatikasari, Aulia Dewi Firmansyah, Yerry Kahaditu Gunawan, Rachmat Huda, Muhammad Miftachul Isabella, Adinda Jagad, Sulthanul Auliya Jannatin, Miftakhul Januar Pradipta Lisdianto Kartini, Wahyu Kartini Mitasari, Agusvivia Muhammad Muharrom Al Haromainy Nabilla Nabilla Nur Aini Fauziyah NYOMAN DITA PAHANG PUTRA, NYOMAN Raden Kokoh Haryo Putro Safriana Wahdi, Yudha Sakinah Sakinah Sakinah Sakinah Siti Zainab, Siti Sumaidi Syahrul Munir Syahrul Munir Syahrul Munir timur, fajar Tri Anggono Prijo Tri Anggono Prijo, Tri Anggono Wahyu Kartini Wahyu Kartini Widya Rachma Wulan Wulan, Widya Rachma Yulia Putri Yulianti, Gita Zakiyah Dania Billah Zetta Rasullia Kamandang