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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Ilmiah Poli Rekayasa JURNAL TEKNIK SIPIL ITP ISSN 2354-8452 Jurnal Dinamika Pengabdian (JDP) RACIC : Rab Construction Research JTERA (Jurnal Teknologi Rekayasa) FROPIL (Forum Profesional Teknik Sipil) Dinamisia: Jurnal Pengabdian Kepada Masyarakat SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan SIKLUS: Jurnal Teknik Sipil Jurnal Ilmiah Rekayasa Sipil Jurnal Pengabdian Masyarakat Multidisiplin Jurnal Teknik Sipil Institut Teknologi Padang Jurnal Abdimas: Pengabdian dan Pengembangan Masyarakat Joong-Ki
Natalia, Monika
Jurusan Teknik Sipil Politeknik Negeri Padang
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MITIGASI BENCANA GEMPA MELALUI PERKUATAN KOMPONEN STRUKTURAL DAN NON-STRUKTURAL PADA RUMAH TINGGAL: DISASTER MITIGATION OF EARTHQUAKES THROUGH STRENGTHENING OF STRUCTURAL AND NON-STRUCTURAL COMPONENTS OF RESIDENTIAL HOMES BADZLINA NESYA; MONIKA NATALIA; ZULFIRA MIRANI; LILIS NOVITASARI; MICKY FETRIANI
Jurnal Pengabdian Masyarakat Multidisiplin Vol 9 No 1 (2025): Oktober
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/jpm.v9i1.6415

Abstract

The damage caused by earthquakes can be minimized by planning and constructing earthquake-resistant buildings. In efforts to mitigate earthquake risk, residential houses must be built with earthquake reinforcement, by adding seismic reinforcement to structural components (foundations, beams, columns) and non-structural components (walls, roofs). The addition of earthquake reinforcement features to housing only adds 5% to the total implementation cost, which is very small compared to the risks that will be faced. The earthquake reinforcement features are applied based on the Technical Guidelines for Earthquake Resistant Houses and Buildings (Directorate General of Cipta Karya and the Department of Public Works) number 5 of 2006, SNI 1726-2019 regarding Procedures for Earthquake Resistance Planning for Building Structures and Non-Building Structures, as well as SNI 1727:2020 regarding minimum design loads and related criteria for buildings and other structures. With the knowledge and skills acquired, it is hoped that the partners will be able to directly apply them to the houses they will build as an effort to mitigate earthquakes and minimize risks and losses that may occur. The objectives to be achieved from this community service activity are: partners to understand the features of earthquake reinforcement in residential homes; partners to acquire skills and training in the methods of creating earthquake-safe dwellings; partners to apply this in the housing they build. The method to be employed in this activity will include field surveys, counseling/socialization, and technical training for the application of earthquake reinforcement on structural components (foundations, beams, columns) and non-structural components (walls, roofs). This activity was attended by 13 participants, with the success identified based on the level of understanding absorbed during the socialization in the discussion session.
PERBANDINGAN BIAYA DAN WAKTU SISTEM DILATASI BALOK KANTILEVER DAN DUA KOLOM PADA PROYEK GEDUNG BERTINGKAT KAMPUS B UNIVERSITAS AIRLANGGA Monika Natalia; Riswandi Riswandi; Yan Partawijaya; Jajang Atmaja; M. Iqbal Kuswandi
Racic : Rab Construction Research Vol. 7 No. 2 (2022): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v7i2.2998

Abstract

Almost all regions of Indonesia are geographically vulnerable to natural disasters, earthquake. One way to implement a very long and structurally stable building design in the event of an earthquake or other circumstances is to provide a dilation system for the building. This research was conducted in a multi-storey parking building project at Airlangga University Campus B which applies a cantilever beam dilatation system and will be compared with a two-column dilatation system in terms of cost and time. Cantilever beam dilatation is a structural separation that uses a beam structure with one end having a clamp and the other end is free, while two-column dilatation is a structural separation that uses two columns side by side with a certain distance. From the results of the study, it was found that the cost of structural work with cantilever beam dilatation was Rp. 76,755,100,000, - and for two-column dilatation is Rp. 76.063.550.000,- while the total project time with cantilever beam dilatation is 451 working days, and for two-column dilatation is 447 working days. The application of two-column dilatation is 0.9% more cheaper and four days earlier than the application of the cantilever beam dilatation system.
ANALISIS PERCEPATAN PROYEK MENGGUNAKAN METODE EVALUATION VARIANS AT SCHEDUE DAN EARNED VALUE DENGAN TIME COST TRADE OFF Jajang Atmaja; Gusri Yaldi; Monika Natalia; Monisa Syahendri; Khairurrajuli
Racic : Rab Construction Research Vol. 10 No. 2 (2025): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i2.5972

Abstract

The success of construction project is determined by the management of cost, quality, and time. Mismatches between the initial plan and field conditions often cause delays and cost overruns. Project X with a cost of IDR 4,144,190,311.75 with a planned implementation time of 180 days, experienced a delay with a deviation of -10.09% on the 91st day. This study aims to analyze project acceleration to delays solution by implementing the evaluation variance at schedule method, earned value and time cost trade off method. The results of the study using the evaluation variance at schedule method, that the delay manajement index was 0.36, and delay production index was 0,64. This delay caused by delay of material arrivals, low labor productivity, and low skilled workers in project. With the earned value, the estimated project completion time was 215 days, its mean 35 days late with an estimated project completion cost of IDR 4,775,028,805.39. The result time cost trade off method with the addition of work shifts, add cost IDR 780,771,895.34 and total cost is IDR 4,924,962,207.09 and 180 days. With the addition of working hours (overtime), add cost IDR 836,528,250.97 and total cost is IDR 4,980,718.562.72 and 188 days. The addition of work shifts is recommended for delay solution.
Penerapan teknologi ferrocement layers untuk perkuatan dinding rumah terhadap keruntuhan mendadak akibat gempa Monika Natalia; Vero Gusri Vernando; Muhammad Reyhan Alvanda; Casy Almia Putri; Afdaluz Zaki
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 10, No 4 (2026): August (In Progress)
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v10i4.40178

Abstract

AbstrakKota Padang berada pada wilayah dengan bahaya gempa yang perlu direspons melalui peningkatan kualitas konstruksi rumah tinggal. Dinding pasangan bata pada rumah sederhana rentan mengalami retak, terlepas dari rangka, dan runtuh ketika menerima gaya lateral. Kegiatan pengabdian ini bertujuan membekali karyawan dan pekerja PT Adiwidia Cipta Amerta Padang dengan pemahaman dasar dan pengalaman praktik penerapan ferrocement layers sebagai perkuatan dinding untuk mengurangi risiko keruntuhan mendadak akibat gempa. Program dilaksanakan pada 14 Juni 2025 melalui identifikasi kebutuhan, persiapan, sosialisasi, pelatihan teknis, serta evaluasi dan tindak lanjut. Evaluasi kuantitatif menggunakan indikator proses dan luaran yang dapat diverifikasi dari daftar hadir, dokumentasi, dan catatan pelaksanaan. Kegiatan diikuti oleh sembilan peserta yang mengikuti rangkaian sosialisasi dan pelatihan teknis. Seluruh lima tahap program dan lima komponen inti demonstrasi terlaksana, masing-masing mencapai keterlaksanaan 100%. Kegiatan menghasilkan satu modul teknis dan satu segmen dinding demonstrasi atau dua dari dua luaran utama. Secara kualitatif, diskusi peserta berfokus pada fungsi angkur, posisi wire mesh, mutu mortar, ketebalan lapisan, biaya, dan pengendalian mutu. Program menyediakan dasar praktis bagi mitra untuk memasukkan detail perkuatan dinding ke dalam pengarahan pekerja dan pengawasan lapangan. Peningkatan pengetahuan peserta belum dapat dinyatakan dalam persentase karena kegiatan tidak memiliki rekaman skor tes awal dan tes akhir. Kata kunci: gempa bumi; ferrocement layers; perkuatan dinding, rumah tinggal; dan pelatihan teknis. AbstractPadang is exposed to substantial seismic hazards that require improved construction practices for residential buildings. Masonry walls in simple houses are vulnerable to cracking, separation from the frame, and sudden collapse under lateral loads. This community service program aimed to provide employees and construction workers of PT Adiwidia Cipta Amerta Padang with basic knowledge and hands-on experience in applying ferrocement layers as wall reinforcement to reduce the risk of sudden earthquake-induced collapse. The program was conducted on 14 June 2025 through needs identification, preparation, dissemination, technical training, evaluation, and follow-up planning. Quantitative evaluation used verifiable process and output indicators derived from attendance records, documentation, and implementation notes. Nine participants took part in both the dissemination session and technical training. All five program stages and five core technical demonstration components were completed, representing 100% implementation. The activity produced one technical module and one wall demonstration segment, fulfilling two of two principal outputs. Qualitative observations showed that participant discussions focused on anchor functions, wire-mesh positioning, mortar quality, layer thickness, costs, and quality control. The program provides a practical basis for the partner to incorporate wall-reinforcement details into worker briefings and site supervision. A percentage increase in participant knowledge is not claimed because no recorded pre-test and post-test scores were available. Keywords: earthquake; ferrocement layers; wall reinforcement; residential building; technical training.
Co-Authors Afdaluz Zaki Afrilia Handayani Yuzar Aguskamar Aguskamar Alpina, Marta Popi Aprilian Ambar Putra BADZLINA NESYA Casy Almia Putri Dava Azril Ramadhani Desmon Hamid Desmon Hamid Desnila Sari Desnila Sari Devie Oktaviani Dini Sekar Putri Dinna, Rahma Enita Suardi Etri Etri Suhelmidawati - Etri Suhelmidawati Etri Suhelmidawati Fadila, Jamilatul Fauna Adibroto Fauna Adibroto Febri syah Fitri Adona Fitri Hidayati Fitria, Dona Ria Gusri Yaldi Hamid, Desmond Hanum, Riska Fauziah Hendra Alexander Hendra Alexander Ihdini, Gheniy Iskandar, Arjunda Jajang Atmaja Jajang Atmaja Jajang Atmaja Khairan, Muhammad Fikran Khairurrajuli Laksono Trisnantoro LILIS NOVITASARI M. Iqbal Kuswandi Mafriyal Mafriyal Mafriyal Mafriyal Mafriyal Maifrianti, Riry Mela Jelita Meldia Hayati Putri MERLEY MISRIANI Micky Fetriani Monisa Syahendri Muhammad Reyhan Alvanda Muhammad Zulfajri Mukhlis Mukhlis Muluk, Mafriyal Munadi Munadi Nadia Hidayah Putri Helena Rafella Nola Rafella Nola Hanika Rahyu Lubis Renita Agustin Riswandi Riswandi Riswandi Riswandi Riswandi RR. Ella Evrita Hestiandari Sapril, Muhammad Laila Sari, Desnila Sari, Desnila - Saskia, Rizkina Satwarnirat Satwarnirat Silvianengsih Silvianengsih Syahputra, Jufrinal Syariq Jadzil Siregar Vero Gusri Vernando Yan Partawijaya Yuma, Aulia Rahmi Yurisman Yurisman Zulfira Mirani Zulfira Mirani Zulfira Mirani