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All Journal Jurnal Konstruksia Journal of Advanced Civil and Environmental Engineering AGREGAT Rancang Bangun BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Pengabdian kepada Masyarakat Nusantara Publikasi Riset Orientasi Teknik Sipil (Proteksi) Abdimas: Papua Journal Of Community Service Teknika Jurnal Pengabdian Mandiri Prosiding Seminar Nasional Teknik Sipil UMS Jurnal Pengabdian Kolaborasi dan Inovasi IPTEKS ETERNITAS kawanad Journal of Civil Engineering and Vocational Education Jurnal Penelitian Teknik Sipil Konsolidasi Jurnal Ilmiah Teknik Sipil (JIMATS)
Herlina Arifin
Program Studi Teknik Sipil, Universitas Muhammadiyah Sorong
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Pemanfaatan Meja Stainless Sebagai Media Penjemuran Udang Kasia Bagi Masyarakat Kampung Arar Kabupaten Sorong Sulfiana, Sulfiana; Ibal, La; Abu, Nur; Rahmi, Rahmi; Rahayu, Andi; Murni, Murni; Arifin, Herlina; Rian Histiariani, Aprisa; Salmawati, Salmawati
Jurnal Pengabdian kepada Masyarakat Nusantara Vol. 5 No. 4 (2024): Jurnal Pengabdian kepada Masyarakat Nusantara (JPkMN) Edisi September - Desembe
Publisher : Lembaga Dongan Dosen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55338/jpkmn.v5i4.4674

Abstract

Arar Village, located in Sorong Regency, has abundant marine resource potential, especially in the catch of cassia shrimp. However, the cassia shrimp processing process still faces obstacles, especially in the drying stage, which is carried out traditionally, thus affecting the quality of the product. This study aims to improve the quality and cleanliness of cassia shrimp processed products through the application of stainless steel drying tables. The implementation method of this community service is carried out in three stages, namely preparation, implementation, and the final stage. The preparation stage involves coordination with the local government, situation analysis, and identification of community needs. At the implementation stage, education and training are carried out on the use of stainless steel drying tables, as well as direct practice simulations for the community. The final stage involves evaluating activities through questionnaires and interviews to measure the success of the training. The results of the community service show that the use of stainless steel drying tables improves the quality of cassia shrimp by maintaining cleanliness, reducing bacterial contamination, and extending shelf life. In addition, this training increases community knowledge about the importance of using hygienic tools in fisheries processing. In the future, it is hoped that this technology can be widely accepted by the Arar Village community to support increased productivity and more sustainable fisheries-based economic welfare.
Pemberdayaan Masyarakat Pesisir Kampung Dela dalam Meningkatkan Ketangguhan terhadap Bencana Alam melalui Mitigasi dan Infrastruktur Evakuasi Rusdi, Achmad; Febriadi, Ihsan; Purnawati, Renny; Arifin , Herlina; Ibal, La; Kewila, Ameli Moni; Alitiong, M. Wahyudi; Nahsim Yenusi, Rohelio Velri; Sagisolo, Moses Alfando; Maukary, Kalvin M.; Ode, Muh. Arif; Ferdinandus, Ferdinandus; Kambu, Sintia Putry
Kawanad : Jurnal Pengabdian kepada Masyarakat Vol. 4 No. 2 (2025): October
Publisher : Yayasan Kawanad

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56347/kjpkm.v4i2.372

Abstract

The Della Village Coastal Community Empowerment Program aims to increase community resilience to natural disasters through mitigation activities and evacuation infrastructure development. Implementation methods include initial survey, needs mapping, evacuation route construction, disaster mitigation training, evacuation simulations, and monitoring and evaluation. Activities were carried out participatively, involving the community, village government, and university students. Pretest results showed community knowledge on disaster mitigation was low, ranging from 25% to 40%. After training and simulation, posttest results increased significantly to 70–80%, showing improved understanding and preparedness. Beyond increasing knowledge, the activity encouraged collective awareness, social responsibility, and practical skills in dealing with emergencies. The evacuation infrastructure strengthened the village's physical readiness for potential earthquakes and tsunamis. The program proved the effectiveness of educational and participatory approaches in building disaster-resilient communities in remote coastal areas. Overall, the activity helped strengthen adaptive capacity and sustainability of community-based mitigation in Della Village
Studi Perbandingan Perencanaan Tahan Gempa Gedung Tidak Beraturan dengan Menggunakan SNI 1726-2012 dan SNI 1726-2019 Rusmin, Muhammad; Rusdi, Achmad; Faiz, Muhammad; Arifin, Herlina
Prosiding Seminar Nasional Teknik Sipil UMS 2023: Prosiding Seminar Nasional Teknik Sipil UMS
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia merupakan salah satu negara dengan aktivitas gempa yang tinggi. Hal ini dikarenakan lokasi Indonesia yang terletak pada pertemuan tiga lempeng tektonik utama yaitu Pasifik, Indo- Australia dan Eurosia. Ditetapkannya SNI 1726-2019 sebagai tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung sebagai standarisasi yang berlaku saat ini, merupakan hasil revisi dari SNI 1726-2012. Dengan adanya perubahan tersebut, maka perlu di analisis seberapa besar perubahan respons spektrum gempa dan parameternya dari SNI 1726- 2012 dan SNI 1726-2019 yang mempengaruhi beban gempa pada bangunan yang akan dirancang. Tujuan dari penelitian ini adalah untuk mengetahui perbandingan gaya lateral akibat beban gempa berdasarkan SNI 1726-2012 dan SNI 1726-2019, yang ditinjau berdasarkan drift, displacement dan base shear. Proses analisis menggunakan permodelan gedung 10 lantai dengan analisis respon spektrum dinamik. Asumsi zona wilayah gempa berada di kota Sorong kelurahan Klasaman dengan jenis tanah lunak. Dari hasil analisis permodelan gedung dengan menggunakan kedua SNI gempa, dapat disimpulkan beban gempa dipengaruhi oleh faktor respon gempa. Dengan nilai displacement, drift, dan base shear untuk SNI 1726-2012 lebih besar dibandingkan dengan SNI 1726-2019.
Meningkatkan Kesiapsiagaan dan Mitigasi Risiko Bencana Terkait Dampak Reklamasi dan Gempa Asrul Saputra; Slamet Widodo; Retno Puspa Rini; Riskawati; Hendrik Pristianto; Rusmin Rahman; Arifin, Herlina; Muhammad Nur Fajar; Alfina Maysyurah
Abdimas: Papua Journal of Community Service Vol. 6 No. 1 (2024): Januari
Publisher : Lembaga Pengembangan dan Pengabdian Masyarakat Universitas Muhammadiyah Sorong

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33506/pjcs.v6i1.2888

Abstract

Tujuan kegiatan ini adalah mengaplikasikan pengetahuan dan pemahaman masyarakat terhadap pentingnya Meningkatkan Kesiapsiagaan Dan Mitigasi Risiko Bencana Terkait Dampak Reklamasi Dan Gempa di lingkungan kelurahan Rufei. Selain itu, memberikan pemahaman kepada masyarakat terkait apa saja dampak negative maupun positif dari reklamasi pantai dan juga memberikan pemahan bagaimana cari bertindak atau langkah-langkah apa saja yang harus dilakukan ketika masyarakat sedang berada dalam situasi gempa. Target luaran yang diharapkan dari kegiatan ini adalah masyarakat bukan saja dapat benar-benar memahami, tetapi sangat diharapkan bahwa masyarakat juga dapat menerapkannya.
KLASIFIKASI KODE MUTU KAYU BERDASARKAN PKKI NI-5 2002 Awal, Muhammad Awal Al Ghazali; Didik Setyo Purwantoro; Herlina Arifin; Alfina Maysyurah; Mohammad Aris
Jurnal Ilmiah Teknik Sipil (JIMATS) Vol. 3 No. 01 (2024): Jurnal Ilmiah Teknik Sipil (JIMATS)
Publisher : Universitas Muhammadiyah Sorong

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33506/jimats.v3i01.3143

Abstract

Indonesia merupakan salah satu negara dengan sumber daya alam berupa kayu yang melimpah, Salah satu sumberdaya alam yang melimpah adalah kayu. Tahapan pengambilan data serta pengujian di laboratorium yaitu untuk mengetahui kadar air, dan berat jenis pada kayu yang diolah menjadi benda uji dengan dimensi ±125 cm3 dengan jumlah benda uji untuk setiap jenis kayu sebanyak 3 sampel kayu dalam kondisi kering udara selama 2-3 hari, dan dioven pada suhu 110 oC selama ±24 jam.dapat dilihat bahwa dari 3 jenis kayu yang diuji pada Tempat Penjualan Kayu (TPK), diperoleh bahwa tiga jenis kayu memiliki kode mutu yang berbeda-beda untuk setiap TPK nya. Kayu dengan hasil rata-rata modulus elastisitas lentur dengan kode mutu terendah yaitu kayu Matoa (Pometia spp.) dengan rata-rata 11243,63 Mpa memiliki kode mutu E12, kemudian dengan kode mutu tengah-tengah yaitu Damar (Araucaria spp.) dengan rata-rata 11770,36 Mpa memiliki kode mutu E12, dan dengan kode mutu tertinggi yaitu kayu Besi (Eusideroxylon zwageri.) dengan rata-rata 14264,81 Mpa memiliki kode mutu E14.Jenis kayu yang beragam pada Tempat Penjualan Kayu (TPK), penguji hanya mengklasifikasikan 3 jenis dari kayu-kayu yang ada, dan sering digunakan dalam bahan konstruksi bangunan. Dengan klasifikasi kode mutu kayu ini, memberi fleksibilitas dalam menyesuaikan kualitas kayu.
Utilization of Local Sago Fiber as a Sustainable Additive in Cement Mortar Maysyurah, Alfina; Purwantoro, Didik S; Arifin, Herlina; Fajar, Muhammad Nur; Aris, Muhammad
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.8364

Abstract

This study aims to evaluate the effect of adding sago fiber as an environmentally friendly additive on the physical properties of mortar, namely density, porosity, water absorption, and compressive strength. The study was conducted experimentally in the laboratory with variations of normal mortar and the addition of sago fiber of 2%, 4%, and 10%. Cubic test specimens measuring 5 × 5 × 5 cm were tested at the age of 28 days for density, porosity, water absorption, humidity and temperature, and compressive strength. The test results showed that the addition of sago fiber caused a decrease in the value of the density and compressive strength of the mortar, while the porosity and water absorption values increased. The highest density value was obtained in normal mortar at 2.09 gr/cm³ and a compressive strength of 21.33 MPa. Meanwhile, with a variation of 10% sago fiber, the density decreased to 1.53 gr/cm³ and the compressive strength only reached 3.22 MPa. Environmental conditions such as temperature and humidity also affect the compressive strength of mortar. This study concluded that sago fiber can be used as an environmentally friendly additive in mortar, but its use should be limited to maintain the material's structural performance.
Pengaruh Set Back Terhadap Kinerja Batas Layan Struktur Dengan Soft Storey Akibat Beban Gempa: The Effect of Set Back on The Performance of Structural Service Limits with Soft Stores Due to Earthquake Loads Muhammad Nur Fajar; Mizwan Purnama; Albertus Didik Setyo Purwantoro; Herlina Arifin; Alfina Maysyurah
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 11 No 2 (2023): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2023)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v11i2.6976

Abstract

The development times have been accompanied by an extremely quick development, which brought architectural features like geometric imperfections and soft store buildings. Buildings having high earthquake risk in Sorong have challenges due to an active fault.. This study's goal was to identify the relationship between displacement and drift ratio and structural performance in high-rise structures with and without set backs. Using structural analysis software, the building was modeled in this study with a maximum of 7 stories and a total height of 37 m. Seismic forces were also analyzed using reflection spectroscopy of various responses. Buildings with soft storey effects without set backs and buildings with soft storey effects with set backs are the two types under study. According to the research, soft store buildings with set backs produce the highest displacement and drift ratio outcomes when compared to soft store buildings without set backs. Based on the service limits' performance under earthquake loads, it is still within safe bounds.
Effect of Blended Cement Containing Fly Ash on the Elastic Modulus and Poisson's Ratio of Mortar Alfina Maysyurah; Mohammad Aris; Muhammad Nur Fajar; Herlina Arifin; Didik Setya
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 2 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (July 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i2.11001

Abstract

The demand for eco-friendly, economical, and high-performance building materials continues to grow, encouraging innovation in the use of blended cement. Fly ash, a by-product of coal combustion, offers a sustainable alternative as a supplementary cementitious material. This study evaluates the mechanical performance of mortar containing fly ash in blended cement, with compressive strength tested at 7, 28, and 90 days. Fly ash proportions of 0%, 10%, 20%, 30%, and 40% by cement weight were examined. Results showed that mortar with fly ash (FA-10%) achieved the highest compressive strength at 90 days. Although the elastic modulus decreased with higher fly ash content, both compressive strength and elastic modulus increased over the curing period. The Poisson’s ratio values ranged from 0.1 to 0.3, indicating the material remains within the classification of normal solid materials. These findings suggest that incorporating fly ash can improve the sustainability of construction materials without significantly compromising long-term mechanical performance. Fly ash can therefore be considered an effective partial replacement for cement in efforts to develop more environmentally responsible and sustainable building solutions.
Technical Evaluation of Bridge Pier Structural Strengthening to Meet Bridge Class Standards Due to Changes in Structural and Traffic Loads Didik Setyo Purwantoro; Muhammad Nur Fajar; Herlina Arifin; Alfina Maysyurah
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 9, No 1 (2026): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.55-69

Abstract

Upgrading bridge specifications from Class B to Class A necessitates a significant increase in structural load capacity. This study evaluates pier P-2, which exhibited capacity discrepancies under new loading standards. The analysis focuses on the stability of existing pile foundations and reinforcement design through modifications to pile-cap dimensions and the addition of piles. The methodology integrates AllPile software with analytical validation via the Chin and Mazurkiewicz methods, alongside axial load tests following ASTM D1143. Structural verification was conducted using the AASHTO LRFD approach to ensure precise load and resistance factors. Static load test results showed a single pile axial capacity of 1,814.23 kN (SF=2). Analysis of the initial 7x3 pile group configuration (21 piles) yielded a total group bearing capacity (Qtg) of 11,995.64 kN. This value is lower than the design axial load (V = 21,228.88 kN), rendering the foundation "unsafe." To achieve stability, reinforcement piles were designed. Utilizing a new static capacity (Qstatic) of 2,875.85 kN (SF=2), the group capacity increased to 12,012.24 kN. With additional reinforcement valued at 16,040.40 kN, the final total capacity (Qtg) reached 28,052.60 kN. This result satisfies safety requirements (Qtg > Vtotal = 23,152.90 kN), confirming the system as "safe." Reinforcement pile depth is set between 38 m to 42 m based on N-SPT values, referencing the calendering results at 34 m.
STUDI PEMANFAATAN KAYU PALAKA SEBAGAI MATERIAL KONSTRUKSI DENGAN METODE LAMINASI Hermawan Suprianto; Muhammad Nur Fajar; Alfina Maysyurah; Didik Setyo Purwantoro; Herlina Arifin
Jurnal Ilmiah Teknik Sipil (JIMATS) Vol. 4 No. 02 (2025): Jurnal Ilmiah Teknik Sipil (JIMATS)
Publisher : Universitas Muhammadiyah Sorong

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kayu laminasi atau dikenal sebagai glulam (Glued-laminated timber) pertama kali digunakan di Eropa pada konstruksi auditorium di Basel, Switzerland tahun 1893. Balok laminasi terbuatdari dua atau lebih kayu gergajian yang direkat dengan arah serat sejajar satu dengan yang lain, berbentuk lurus atau lengkung tergantung peruntukannya (Moody et al. 1999). Serrano (2003) menyatakan bahwa pada dasarnya balok laminasi adalah produk yang dihasilkan dengan menyusun sejumlah papan ataulamina diatas satu dengan yang lainnya dan merekatnya sehigga membentuk penampang balok yang diinginkan. Sifat fisik dan mekanik kayu menjadi faktor kunci dalam desain konstruksi kayu. Fokus Penelitian ini pada pengujian kuat lentur kayu dan klasifikasi berdasarkan SNI 7973: 2013 Hasilnya menunjukkan bahwa kuat lentur baik asli maupun laminasi. Setelah melakukan penelitian diperoleh kuat lentur balok kayu asli sebesar 14.758 MPa, balok laminasi silang sebesar 16,06 MPa dan balok laminasi lurus sebesar 16,61 Mpa, penurunan rata-rata sebesar 28,6 Mpa Studi ini memberikan wawasan tentang karakteristik mekanik kayu palaka, mendukung penggunaannya sebagai bahan konstruksi di Papua.
Co-Authors Abu, Nur Achmad Rusdi Ahmad Januar Jafarudin Albertus Didik Setyo Purwantoro Alfina Maysyurah Alfina Maysyurah Alfina Maysyurah Alfina Maysyurah Alitiong, M. Wahyudi Aris, Muhammad Asriadi Asrul Saputra Awal, Muhammad Awal Al Ghazali Chandra Margareta Chandra Margareta Claudia, Desty Desembardi, Faried Didik S Purwantoro Didik Setya Didik Setya Purwantoro Didik Setyo Purwantoro Didik Setyo Purwantoro Fajri Fajri Gibran, Muhammad Yusuf Hermawan Suprianto Ihsan Febriadi Iqbal Iqbal Iqbal Iqbal Ja'far, Achmad Kambu, Sintia Putry Kewila, Ameli Moni La Ibal M Yunus Nasrullah Mernawati Marina Abriani Butudoka Maukary, Kalvin M. Maysyurah , Alfina Mierta Dwangga Mizwan Purnama Mizwan Purnama Mohammad Aris Mohammad Aris Mohammad Aris Muhammad Aris Muhammad Awal Al Ghazali Muhammad Nur Fajar Muhammad Nur Fajar Muhammad Rusmin Muhammad Rusmin, Muhammad murni murni Nahsim Yenusi, Rohelio Velri Nur Hadi Laisi Pasau Nurul Hidayah Karrang Nurwijayanti Ode, Muh. Arif Pristianto, Hendrik Purnawati, Renny Purwantoro, Didik S Puspa Rini, Retno Rahayu, Andi Rahmi Rahmi Retno Puspa Rini Rian Histiariani, Aprisa Riskawati Rusdi, Achmad Rusmin Rahman Sagisolo, Moses Alfando Salmawati Salmawati, Salmawati Sari Alfiani Anugrah Siti Julaeka Slamet Widodo Slamet Widodo SULFIANA, SULFIANA Sutiono, Wilis Syafilla Aning Saba