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All Journal Teknik Sipil dan Arsitektur Teras Jurnal Indonesian Journal of Science and Mathematics Education Journal of Humanities and Social Studies Abdi Dosen : Jurnal Pengabdian Pada Masyarakat Jurnal Teknik Sipil dan Arsitektur Bioeduca : Journal of Biology Education IJORER : International Journal of Recent Educational Research Jurnal Teknik Sipil Giratory Upgris Journal of Economic, Business and Engineering (JEBE) Jurnal Keperawatan Karya Bhakti Borobudur Nursing Review Journal of Public Health Concerns Tasyri' JOURNAL OF Qualitative Health Research & Case Studies Reports Jurnal Inovasi dan Pengembangan Hasil Pengabdian Masyarakat International Journal of Sustainable Building, Infrastructure and Environment Al-Mabsut: Jurnal Studi Islam dan Sosial Educommunity Jurnal Pengabdian Masyarakat
Ikhwanudin Ikhwanudin
Mahasiswa Fakultas Pertanian Universitas Wahid Hasyim
Religion Arts Humanities Automotive Engineering 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 Mechanical Engineering Nursing Public Health Social Sciences Transportation Other

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Penerapan Hipnosis 5 Jari Terhadap Kecemasan Penderita Hipertensi Pada Pasien Rehabilitas Ikhwanudin, Ikhwanudin; Nurhayati, Nurhayati; Yoduke, Fandy
Jurnal Keperawatan Karya Bhakti Vol. 12 No. 1 (2026)
Publisher : Akademi Keperawatan Karya Bhakti Nusantara, Magelang, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56186/jkkb.260

Abstract

Abstrak Hipertensi merupakan salah satu penyakit kronis yang berisiko menimbulkan komplikasi serius seperti stroke, penyakit jantung, dan gagal ginjal. Selain dampak fisik, hipertensi sering memicu kecemasan yang dapat memperburuk kondisi pasien. Teknik hipnosis lima jari merupakan metode relaksasi non-farmakologis yang dapat digunakan untuk menurunkan tingkat kecemasan. Tujuan: Mengetahui penerapan hipnosis lima jari terhadap tingkat kecemasan penderita hipertensi pada pasien rehabilitasi. Metode: Penelitian ini menggunakan kualitatif deskriptif dengan pendekatan studi kasus. Tingkat kecemasan diukur menggunakan Self Reporting Questionnaire-29 (SRQ-29). Hasil: Responden 1 memiliki skor kecemasan 20 (kecemasan dan depresi) dan Responden 2 memiliki skor 24 (kecemasan psikotik). Setelah dilakukan intervensi hipnosis lima jari selama tiga hari, skor kecemasan menurun menjadi 3 (kecemasan dan depresi) pada responden 1 dan 5 (kecemasan dan depresi) pada Responden 2. Selain itu, tekanan darah sistolik dan diastolik juga mengalami penurunan pada kedua responden. Kesimpulan: Hipnosis lima jari efektif menurunkan tingkat kecemasan pada pasien hipertensi. Teknik ini dapat menjadi salah satu alternatif terapi non-farmakologis yang mudah diterapkan oleh perawat dalam praktik keperawatan.
Comparison of Cut and Fill Volume Calculation Using Building Information Modeling (BIM) and Conventional Methods (Cut and Fill Project of KIT Batang, Block A Lots 9, 10, 11, 12, and 12A) RAMADHONY, FERDY YOLA; WIDYANINGSIH, MAY KRISTINA; IKHWANUDIN, IKHWANUDIN; SUWANDI, PUTRI ANGGI PERMATA
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 7, No 1 (2026)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v7i1.25456

Abstract

Abstract. Land preparation is a crucial initial stage in construction work to adjust the site’s topography to the planned elevation. One of the main activities in this phase is earthwork, specifically the cut and fill process. This study compares the conventional method and the Building Information Modeling (BIM) method in calculating earthwork volumes for the Cut Fill Project at KIT Batang, Block A Lots 9, 10, 11, 12, and 12A. The conventional method uses AutoCAD, Civil 3D, and Microsoft Excel with the Average End Area method, while the BIM method applies an integrated 3D digital model in Civil 3D through the Compute Materials and Volumes Dashboard commands. The results show that the conventional method produced excavation (cut) and embankment (fill) volumes of 5,715.65 m³ and 111,196.22 m³, respectively. Meanwhile, the BIM method generated 5,894.19 m³ (cut) and 112,093.61 m³ (fill) using Compute Materials, and 5,665.10 m³ (cut) and 112,038.57 m³ (fill) using Volumes Dashboard. The deviation of BIM results compared to the conventional method was less than 5%, with +3.12% and +0.81% for Compute Materials, and –0.88% and +0.76% for Volumes Dashboard. These small deviations indicate that the BIM method provides higher accuracy and efficiency, as it automatically calculates volumes based on an integrated digital surface model, reducing potential human error.Keywords: Cut and Fill, Earthwork, Conventional Method, Building Information Modeling (BIM), Civil 3D
Planning Weir Jeruk Gulung In Troso Village, Pecangaan district, Jepara Regency Ikhwanudin, Ikhwanudin
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 2, No 1 (2021)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v2i1.8254

Abstract

Lack of water availability for agricultural land during the dry season results in less optimal agricultural productivity, This is what happened in Troso Lor village, Pecangaan sub-district, Jepara Regency. In order to meet water needs continuously and maintain the availability of water sources, efforts are needed in the framework of protecting, developing, controlling and utilizing water resources. For this reason, a construction plan for the Jeruk Gulung Dam on the Jeruk Gulung River will be planned as an effort to utilize water sources for irrigation in the Troso village area, Pecangaan sub-district, Jepara regency. Meanwhile, the results of the analysis of irrigation water requirements are used for channel hydrological analysis. After planning the weir construction, the weir stability control is carried out against rolling, shear, eccentricity and soil bearing capacity . Meanwhile, the results of the analysis of irrigation water requirements are used for channel hydrological analysis. After planning the weir construction, the weir stability control is carried out against rolling, shear, eccentricity and soil bearing. Based on the results of the analysis and planning of the Jeruk Gulung Dam, the data obtained for the area of rice fields is 16 Ha with a requirement of 0.019 m3 / s of irrigation water with a fixed weir type with 100.1347 m3 / sec flood discharge. The width of the weir is 19.2 m with an effective width of 17.7 m and a width of 1 m for rinsing.
Banger Retention Pool As Alternative Control Flood Yudaningrum, Farida; Ikhwanudin, Ikhwanudin
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 1, No 1 (2020)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v1i1.19893

Abstract

Abstract. Semarang Utara is a lowland where the water level is approximately 2m above sea level so that if the weather is bad, waves or tidal waves occur, sea water will intrude onto the land . This happens almost every day, so a barrier is needed to prevent sea water intrusion into land . Before there was handling then It would be best to create an alternative retention pool simulation in the Banger chatment area . The method used uses primary data and secondary data taken from rainfall data closest to the B anger location, namely BMKG Mariti m. Retention pool simulation results and alternative pump capacities 1 with a pond area of 3.8 ha, input volume 1,199,070 m3 and output volume 432,000 m3, alternative 2 with a pond area of 4.7 ha, input volume 1,198,800 m3 and output volume 432,000 m3, alternative 3 with extensive 5 ha pond, input volume 1,199,070 m3 and output volume 432,000 m3 .Keyword : Pool Retention, Pumps, Channels
Co-Authors Abdul Basith Adzkiyaunuha, Moh. Afifah, Risdiana Cholifatul Agung Kristiawan Agustina Wardani Al Fattah, Zihad Alfiah Maulina Kusumawati Alimah, Dewi Hasanatul Ambariyani Ambariyani, Ambariyani Anggraeni, Yossi Dewi Anggraini, Yossi Dewi Annikmah Farida, Annikmah Ariawan, Donny Ariawan, Donny Budi Hermana Daniel Happy Putra Darmawan, Muhammad Ajie Eka Prasetiawati, Eka Emmy Indrayani Enggartiasto, Lintang Farida Yudaningrum Fauzi, Genta Rizal Firmadani, Iin Fitriani, Nisa Atika Fudoli, M. Fahmi Hermanto, Wilarso Hidayah, Ulfi Nur Ibnu Toto Husodo, Ibnu Toto Iffah, Khilya Milkhatul Ikhrom Ikhrom Istiqomah, Nurya JAMANTO, YOGA LESTIYANTO Jauhari, Muhammad Tantowi Khairudin Khairudin Kusmiawati, Siti Leksana, Rudi Leny Putriani Lestiyanto, Yoga Miftakhul Janah Mohammad Debby Rizani Ningtyas, Octavia Surya Nur Aksin, Nur Nur Alfi Khotamin, Nur Alfi Nur Hayati Nurhayati Nurhayati Nurhayati, Nurhayati Nurhayati, Putri Nuridah, Nuridah Prayogi, Gilar Maynalda Rahmad, Fajar Rahman, Fhathur RAMADHONY, FERDY YOLA Retnowati WD Tuti Riana, Tasya Dyah Nov Satiadarmanto, Deddi Fasmadhy Slamet Budirahardjo Solikhah, Sena Zaimatus Sulatifni, Nafi'ul Sumerman, Sumerman Suwandi, Putri Anggi Permata Uswatun Hasanah Vela, Anggita Wahyudi, Reza Nur WD Tuti, Retnowati WIDYANINGSIH, MAY KRISTINA Wijayanti, Novida Prima Wiwik Handayani wulan, Sarinah sri Yoduke, Fandy Yudaningrum, Farida Yudaningrum, Farida Yunani, Mita Yundari, Yundari