Article Per Year (5 Year)
p-Index From 2020 - 2025
1.048
P-Index
This Author published in this journals
All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Jurnal Sains Teknologi dan Lingkungan (JSTL) Community Development Journal: Jurnal Pengabdian Masyarakat Rengganis Jurnal Pengabdian Masyarakat
Nurul Hidayati
Universitas Muhammadiyah Mataram
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Mathematics Public Health Social Sciences Transportation

Published : 6 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 6 Documents
Search

 1 
Penyuluhan dan Pelatihan Konstruksi Rumah Tahan Gempa kepada Tukang Bangunan di Desa Buwun Mas, Kecamatan Sekotong, Kabupaten Lombok Barat Adryan Fitrayudha; Heni Pujiastuti; Hafiz Hamdani; Nurul Hidayati; Ahmad Zarkasi; Aulia Muttaqin; Maya Saridewi Pascanawati; Isfanari Isfanari; Rajabi Mubarak; Intan Novianti; Feri Irawan; Chairil Anhar
Rengganis Jurnal Pengabdian Masyarakat Vol. 3 No. 1 (2023): Mei 2023
Publisher : Pendidikan Matematika, FKIP Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/rengganis.v3i1.280

Abstract

The threat of an earthquake can occur anytime and anywhere. In 2018 the island of Lombok was shaken by an earthquake with a magnitude of 7.0 on the Richter scale at a depth of 15 km. One of the areas that were quite badly affected by the quake was Sekotong District, Buwun Mas Village, and West Lombok Regency. Records of damage to the local village government show that 45% of residents' houses were heavily damaged, 30% were moderately damaged, and 2% were lightly damaged. This service aims to provide education and training on the construction of earthquake-resistant houses based on the latest SNI seismic regulations for Buwun Mas Village builders to reduce risk due to earthquakes. The method used is to provide counseling and training to the masons and chief masons in the village of Buwun Mas. This activity was held on Saturday, 4 June 2022, and ran smoothly and in an orderly manner; during the implementation of the community service activities, the partners, in this case, the Buwun Mas Village government, the leaders and occupants of the Zainul Hafidz At-Taufiq Islamic Boarding School and the builders in Buwun Mas Village were very enthusiastically participated in counseling and training activities on earthquake resistant housing construction. This can be seen from the total number of participants reaching 54 people. This counseling and training activity is only for education and to increase the knowledge of the artisans in the village of Buwun Mas, Sekotong District.
Pendampingan Pembuatan Rencana Anggaran Biaya Kantor Desa Persiapan Sama Guna Kecamatan Tanjung Kabupaten Lombok Utara Ahmad Zarkasi; Adryan Fitrayudha; Heni Pujiastuti; Nurul Hidayati; Aulia Muttaqin; Maya Saridewi Pascanawati; Isfanari Isfanari; Erni Yustissiani; Hadi Rasikhun; Adiman Fariyadin; Dodik Kusumawanto; Syarifunnaji Ridho; Haidir Azim
Rengganis Jurnal Pengabdian Masyarakat Vol. 3 No. 1 (2023): Mei 2023
Publisher : Pendidikan Matematika, FKIP Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/rengganis.v3i1.298

Abstract

Sama Guna Village is a burning village, according to North Lombok Regent Regulation Number 12 of 2015 and the Governor of West Nusa Tenggara Number 100/897/PEM. Sama Guna Village has obtained its operational rights to run the wheels of its organization. However, infrastructure facilities are still relatively minimal, as the office currently occupied is still on loan. The purpose of this service is to provide knowledge in making the budget plan required for the construction of the Sama Guna Village Office in accordance with PUPR Ministerial Regulation No. 1 of 2022. The method used is the presentation and discussion of PowerPoint slide media, which is then followed by assistance in making RAB. The activity took place on Wednesday, March 8, 2023, from 9.30 to 13.00 WITA, according to the agreement with the Head of the Sama Guna Village, in the meeting hall of the Sama Guna Village Office. This activity ran smoothly and in an orderly manner. During the implementation of the activity, the participants were very enthusiastic about participating in the activity; this was seen from the total number of participants, which reached more than 25 and was attended by the village head, devices, Babinsa, and the local community.
Kajian Rekayasa Lalu Lintas Simpang TNI AU Rembiga Akibat Rekayasa Sistem Satu Arah pada Jl. Dr. Wahidin : Traffic Engineering Study of the TNI AU Intersection Rembiga Due to One Way System Engineering at Dr. Wahidin Street Anwar Efendy; Titik Wahyuningsih; Nurul Hidayati
JURNAL SAINS TEKNOLOGI & LINGKUNGAN Vol. 9 No. 2 (2023): JURNAL SAINS TEKNOLOGI & LINGKUNGAN
Publisher : LPPM Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jstl.v9i2.449

Abstract

TNI AU Rembiga intersection is a three-way link between the central point of Mataram city, which is also connected to the Rembiga intersection and the Dakota intersection, Rembiga. Dr. Wahidin street is an economic pathway for education, offices, and trade. At certain times, the traffic flow is very congested because the road is also the direction to West Lombok district. Based on observations at the research location, it was found that the distance between the Rembiga intersection and the TNI AU intersection was 322.8 meters which caused the movement of traffic flow to be less than optimal between the intersection distances so that it would affect performance at TNI AU intersection. For this reason, the purpose of this study was to examine the performance of the unsignalized intersection at the TNI AU Rembiga intersection due to the continued flow from the Rembiga intersection which is a signalized intersection due to a one-way system engineering carried out on the Dr. Wahidin street and before the implementation of the one-way system on the Dr. Wahidin street. This research was conducted with reference to the MKJI 1997, in which researchers conducted field observations, then collected primary data and secondary data. There is traffic flow engineering on Dr. Wahidin street, by creating a one-way system, had an impact on changing the performance of the unsignalized intersection at the TNI AU intersection to a level of service F with obstructed flow conditions, low speed whereas, before the implementation of the one-way system the level of service was E with stable flow conditions, stalled vehicles.
Analisa ketidakberaturan horizontal dan vertikal pada struktur gedung beton bertulang Nurul Hidayati; Hariyadi; Mukhta Riqi Sab’it Tibaq
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 12 No. 2 (2023)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.12.2.7653.235-243

Abstract

The behavior of regular and irregular building structures in resisting earthquake loads will certainly be different, so structural modeling must be done in such a way as to form a safe structure. The building in this study is L-shaped with an area of 2079.52 m2 with 6 floors and 28 m of total height. Earthquake load modeling in this study uses the equivalent static analysis method and design spectrum response about SNI concrete 2847-2019 and SNI earthquake 1726-2019. This study aims to investigate the behavior of multilevel reinforced concrete structures that experience horizontal and vertical irregularities due to earthquake loads as seen from the displacement and drift ratios that occurs is based on the results of numerical analysis. Based on the results of research on the geometry of the structure with vertical irregularities, it shows that the structure does not have Type 1a, Type 1b, Type 2, Type 3, Type 4, Type 5a and Type 5b irregularities. Thus the structure can be planned without considering the requirements to satisfy vertical irregularities. The geometry of the structure with horizontal irregularities shows that the structure has no irregularities in Type 1a, Type 1b, Type 3, Type 4 and Type 5. Meanwhile in Type 2 the structure is stated to have irregular inside angles, so the design force of the diaphragm on the structure must be increased by 25% at the planning stage.
PENDAMPINGAN SMKN 1 GUNUNGSARI JURUSAN DISAIN PEMODELAN DAN INFORMASI BANGUNAN (DPIB) PROGRAM SMK PUSAT KEUNGGULAN Ahmad Zarkasi; Nurul Hidayati; Titik Wahyuningsih; Adryan Fitrayudha; Adiman Fariyadin; Joni Safaat Adiansyah; Dwi Winarti; Sudhan Aroby; Hurun Ain; Syarif Hidayatullah
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 5 No. 4 (2024): Volume 5 No. 4 Tahun 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v5i4.31043

Abstract

Peningkatan kompetensi tenaga kerja merupakan tuntutan bagi tamatan SMK agar dapat bersaing di dunia kerja. Perkembangan teknologi yang cepat mendorong kebutuhan tenaga kerja yang kompeten dan andal. Pemerintah melalui Dirjen Vokasi mendukung hal ini dengan program SMK Pusat Keunggulan, yang berfokus pada pengembangan holistik hasil belajar siswa untuk mewujudkan profil Pelajar Pancasila yang mencakup kompetensi dan karakter. Program pengabdian ini bertujuan meningkatkan kualitas manajemen SMK, keselarasan dengan dunia kerja, dan menghasilkan lulusan yang siap kerja atau berwirausaha. Metode Pengabdian yang digunakan dalam kegiatan ini yaitu Participatory Action Research (PAR), yang mana dalam program pendampingan pelatihan untuk meningkatkan kualitas manajemen SMK, keselarasan dengan dunia kerja, dan menghasilkan lulusan yang siap kerja atau berwirausaha melalui diskusi kelompok terfokus (focus group discussion, FGD). Pelaksanaan pendampingan di SMKN 1 Gunungsari oleh Fakultas teknik Program studi teknik sipil UMMAT. Hasil pengabdian ini menunjukkan hal yang signifikan meliputi penyelarasan kurikulum dengan industri, peningkatan data tracer study, dan pengembangan kerja sama industri. Dapat disimpulkan bawha program ini menunjukkan hasil positif dengan peningkatan kerja sama dengan dunia industri dan peningkatan tracer study. Upaya berkelanjutan untuk memperkuat kerja sama dengan industri dan meningkatkan kualitas pendidikan vokasi diharapkan terus dilakukan.
ANALISA DESAIN BETON PRATEGANG TIPE I-GIRDER PADA JEMBATAN SAMOTA Hidayati, Nurul; Hariyadi, Hariyadi; Sahlinda, Ranni
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3385

Abstract

Samota Bridge is a bridge crossing the Brang Biji River in Sumbawa Regency, West Nusa Tenggara. Samota Bridge will be redesigned using prestressed concrete with a type of PC I Girder with a span of 80 m and a width of 11 m. The bridge analysis standards used are loading standards for bridges (SNI 1725: 2016) and bridge planning standards against earthquake loads (SNI 2833: 2016). The loading analyzed is the analysis of own load, dead load, additional dead load, temperature influence, shrinkage and creep influence, brake force, earthquake load, wind load, prestress loss analysis, deflection and moment. Then, the reinforcement calculation is carried out on the PC I-Girder to the bridge elastomer planning. The results of the redesigned of the Samota Bridge with a span of 80 m (40+40) obtained the optimum height of the PC I-Girder needed is 2.10 m consisting of 4 tendons 2 on the left and 2 on the right with 12 strands in each tendon. The strands diameter is 15.24 mm and the duct diameter is 85 mm. The dead load (MS) received by PC- I Girder is 636,777.60 kg.m, the additional dead load (MA) received is 59,153.04 kg.m, 406,980 kg.m for "D" lane load, 8,183.25 kg.m for brake force, 3,003.25 kg.m for wind load and 179,378.73 kg.m for earthquake load. The total prestress loss due to anchor friction, friction in the cable, due to creep and shrinkage, relaxation and elastic shortening of concrete was 2,965.79 kN with a prestress loss percentage of 29.63%.
Co-Authors Adryan Fitrayudha Ahmad Zarkasi Anwar Efendy Aulia Muttaqin Chairil Anhar Dodik Kusumawanto Erni Yustissiani Fariyadin, M. Ruslin Anwar, Indradi Wijatmiko, Adiman Feri Irawan Hadi Rasikhun Hafiz Hamdani Haidir Azim Hariyadi Hariyadi, Hariyadi Heni Pujiastuti Hurun Ain Intan Novianti Isfanari Isfanari Joni Safaat Adiansyah Maya Saridewi Pascanawati Mukhta Riqi Sab’it Tibaq Rajabi Mubarak Sahlinda, Ranni Sudhan Aroby Syarif Hidayatullah Syarifunnaji Ridho Titik Wahyuningsih Winarti, Dwi