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VARIASI PANJANG PEMASANGAN FRP PADA BALOK HAUNCH GEOPOLIMER Zulfahmi, Rifqi Iqbal; Qomaruddin, Mochammad; Prasetya, Blinka Hernawan; Purwanto, Purwanto; Tudjono, Sri; Victor, Victor
Jurnal Ilmiah Arsitektur Vol 14 No 2 (2024): Desember
Publisher : Jurusan Arsitektur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32699/jiars.v14i2.8523

Abstract

Penelitian ini mengkaji pengaruh variasi panjang pemasangan Fiber Reinforced Polymer (FRP) pada balok haunch berbahan geopolimer yang digunakan untuk memperkuat balok komposit beton. Penelitian dilakukan melalui simulasi menggunakan software DIANA 10.5 untuk analisis elemen hingga (FEA). Benda uji memiliki panjang total 3,8 meter, jarak tumpuan 3,4 meter, dimensi balok 340 x 170 mm, dan dimensi kolom 300 x 250 mm. Balok haunch dilengkapi tulangan longitudinal D13 dan sengkang 8D-50. Metode eksperimen mencakup sistem pembebanan sesuai standar, penempatan instrumen presisi, serta pencatatan data selama pengujian. Simulasi menggunakan string CFRP dalam FEA menunjukkan bahwa panjang FRP memengaruhi beban-deformasi, pola retak, dan daktilitas balok haunch. Grafik hubungan panjang FRP dan beban ultimate memberikan wawasan penting untuk optimasi perkuatan, sehingga berkontribusi pada pengembangan metode perkuatan struktur yang lebih efisien dan berkelanjutan.
Perencanaan Gedung Bertingkat 5 Lantai Asrama Putri Pondok Pesantren Hasyim Asy’ari Bangsri Jepara Ariyanto; Wicaksono, Adi; Hidayati, Nor; Mochammad Qomaruddin; Roesdiana, Tira
Jurnal Basement : Jurnal Teknik Sipil Vol. 2 No. 1 (2024): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v2i1.10878

Abstract

The development of the world of Islamic education in Indonesia also includes Islamic boarding schools, Hasyim Asy'ari Bangsri Jepara Islamic boarding school is one of the best Islamic boarding schools, to support the smooth teaching and learning, it is necessary to have adequate student facilities and facilities. This research aims to help fulfill the capacity of santri facilities and infrastructure at the Hasyim Asy'ari Bangsri Jepara Islamic boarding school. The building structure calculations were reviewed for dead loads, live loads and earthquake loads using the SAP 2000 program. The structural calculations carried out included roofs, floor plates, beams, columns, stairs, sloofs and foundations. The building planning location is Jl. Jepara-Bangsri No. 9, Krasak Bangsri, District. Bangsri, Kab. Jepara, Central Java 59452. From the structural planning, the roof structure is obtained with 2L steel trusses 50.50.7, floor plate 130 mm ∅ 12-100, beam B1 500x300 mm 10 D19, beam B2 400x250 mm 10 D19, column K1 500x500 mm 18 D19, column K2 400x400 mm 12 D19, ladder plate thickness 150 mm ∅ 12-150, sloof 500x300 mm 9 D19, pile cap foundation 160x160x60 mm, pile D30 cm 6 m long, with concrete quality (f'c) = 30 MPa, reinforcement quality (fy) = 400 MPa and (fy) = 240 MPa. The programs used are Microsoft Office, Microsoft Excel, Autocad, SAP 2000, and SketchUp.
ANALYSIS OF MAPPING OF THE LEVEL OF FLOOD PRONECTION IN BOJONEGORO REGENCY BASED ON GEOGRAPHIC INFORMATION SYSTEM Mushthofa Mushthofa; Mochammad Qomaruddin
Journal of Green Science and Technology Vol 7 No 1 (2023): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY VOL.7 NO.1 MARET 2023
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v7i1.13

Abstract

Floods are natural disasters that often occur in various parts of the world, especially in flood-prone areas. Floods occur when water from rivers, lakes or seas overflows beyond its holding capacity. Floods can cause great damage to infrastructure, plants, animals and people. To overcome floods that occur frequently every year, it is necessary to map areas prone to flooding accurately and quickly using GIS which can be used to accurately monitor the location and area of ​​the area that is experiencing flooding. This study aims to analyze flood-prone areas and compile maps of flood-prone areas and describe the conditions of flood-prone areas in Bojonegoro Regency based on Geographic Information Systems (GIS). Data processed using GIS include: RBI Map of Bojonegoro Regency, River Map, Soil Type Map, Rainfall Data, Landsat Imagery Data, Flood incident data in Bojonegoro Regency. From the results of data processing, the results of the analysis are as follows: The level of flood-prone areas in Bojonegoro Regency is divided into 3 classes, namely: very vulnerable class of 49,963.671 Ha or around 21.66% of the sub-districts in Bojonegoro including the District: Margomulyo , Ngraho, Padangan, Kasiman, Malo, Purwosari, Trucuk, Kalitidu, Ngasem, Bojonegoro, Kapas, Dander, Balen, Kanor, Baureno, Sumberrejo, Kepohbaru and Gondang. The vulnerable class of 173,162.171 Ha or around 75.05% is in sub-districts including: Margomulyo, Ngraho, Tambakrejo, Kedewan District, Malo, Trucuk, Sekar, Ngambon, Ngasem, Gondang, Bubulan, Dander, Temayang, Sugihwaras and Kedungadem. The non-prone class is 7,580.157 ha or 3.29% in the sub-districts including: Margomulyo, Ngraho, Tambakrejo, Kedewan, Malo, Trucuk, Sekar, Ngambon, Gondang, Temayang, Sugihwaras and Kedungadem. Areas that have a high level of vulnerability are around the Bengawan Solo River which crosses Bojonegoro Regency. This can be caused because the area around the Bengawan Solo River has a height of <25 m and frequent flooding from the upstream and tributaries of the Bengawan Solo River.
ANALISIS KINERJA SIMPANG EMPAT BERSINYAL PEREMPATAN PASAR MAYONG JEPARA MENGGUNAKAN METODE MKJI 1997 DAN WEBSTER Khotibul Umam; Arrisal Khoirudin Ahmad; Yayan Adi Saputro, ST., MT.; Mochammad Qomaruddin; Nasyiin Faqih
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 12 No 1 (2024): Jurnal Konstruksi dan Infrastruktur Vol 12 No.1 : April 2024
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v12i1.9109

Abstract

Congestion is caused by the increasing number of vehicles, however. Not matched by the increase in supporting transportation facilities. Jepara Regency is located in the province of Central Java, with an area of 1,004 km2. At Simpang Empat Mayong around the intersection there are shopping areas and educational institutions, this factor causes the high number of passing vehicles. In this study, researchers used the 1997 MKJI method and the Webster method. The peak flow occurs on Tuesday at 15.30-16.30 with vehicles 2920.5 pcu/hour. Side resistance on each approach is low. Jalan Mayong-Welahan peak traffic flow was 349.6 pcu/hour, Jalan Jepara-Kudus (B) was 811.1 pcu/hour, Jalan Mayong-Pancur was 301.7 pcu/hour and Jepara-Kudus (D) was 1133.5 pcu/hour. Degree of saturation on Mayong-Welahan road 1.28 pcu/hour and 82 seconds delay, Jepara-Kudus (B) road 1.30 pcu/hour 120 second delay, Mayong-Pancur road 1.29 pcu/hours with 98 second delay and Jepara-Kudus (D) degree of vehicle saturation is 1.29 pcu/hour with a delay of 98 seconds. The level of service is jammed. increase that was initially Stalled (E). MKJI method signal time andWebster 120 seconds, green time for Jalan Mayong-Welahan MKJI 17 seconds, Webster 14 seconds, Jalan Jepara-Kudus (B) MKJI andWebster 35 seconds, Jalan Mayong-Pancur MKJI 14, Webster 12, Jalan Jepara-Kudus (D) MKJI 38 and Webster 41 sec. Keyword: intersection, traffic, MKJI, Webster  
REVIEW PEMANFAATAN SAMPAH PLASTIK UNTUK ENERGI DAN BAHAN KONSTRUKSI Qomaruddin, Mochammad; Tristan, Alfian; Faqih, Nasyiin; Roehman, Fatchur; Mushthofa, Mushthofa
JITEK (Jurnal Ilmiah Teknosains) Vol 10, No 2/Nov (2024): Jitek
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/jitek.v10i2/Nov.20048

Abstract

The problem of plastic waste has become a global concern due to its negative impact on the environment. Plastic, as a non-biodegradable material, results in significant pollution of soil and water. As plastic production increases, efforts to find innovative solutions in reducing environmental impact are important. This article discusses the use of plastic waste as an alternative energy source and construction material. Using a liter-tour review method from various sources that explores the potential of plastics to be converted into energy as well as their use in building materials and as aggregates in concrete. The results of the analysis show that the use of plastic waste can not only reduce pollution, but also provide economic and social benefits, especially as fuel oil and building materials such as paving plastic, plastic aggregate, asphalt plastic mixture. 
Analisa Hubungan Grading Agregat Terhadap Kuat Tekan Dan Porositas Beton Porous Geopolimer Darmoko, Wahyu Setyo; Qomaruddin, Mochammad; Saputro, Yayan Adi; Rochmanto, Decky; Roehman, Fatchur; Faqih, Nasyiin
Jurnal Teknik Sipil Vol. 18 No. 1 (2025): Juni 2025
Publisher : Faculty Of Engineering University 17 August 1945 Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56444/g8nqmc61

Abstract

This research is an experimental study on porous concrete and the use of fly ash as a binder for concrete to analyze the effect of compressive strength and porosity. The research method used in this study is the experimental method which is a research method used to find the effect of certain treatments on concrete. In this research, the concrete mix design uses a ratio of gravel and geopolymer paste as a binder, namely 4: 1 and uses a molarity ratio of 10M with differences in grading of coarse aggregate using sieves number 4, 1/2 ", and 3/8". The optimum compressive strength value was obtained in mix design 1 using sieve gradation no.4 which was 4.25 MPa at 28 days old. While the results of the highest porosity value were found in mix design 1 which was 7.15% at 28 days old
Optimizing Annual Cropping Patterns Using A multi-objective Approach to Maximize Income and Minimize Soil Erosion Faqih, Nasyiin; Suripin, Suripin; Wulandari, Dyah Ari; Qomaruddin, Mochammad
International Journal of Engineering, Science and Information Technology Vol 5, No 3 (2025)
Publisher : Malikussaleh University, Aceh, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v5i3.923

Abstract

This research investigates planting strategies to optimize productivity and conserve soil, focusing on potatoes and onions grown on erosion-prone land. Cross planting versus perpendicular plantings is evaluated using the MOORA (Multi-Objective Optimization Based on Ratio Analysis) method based on erosion rates, crop productivity, and economic outcomes. Meanwhile, data from six experimental contour and perpendicular planting plots are analyzed. The measurements for sediment and runoff are carried out using a dual-bucket system. After erosion calculations, the highest erosion rate was found in the contour planting of shallots at 385,65 tons/ha/year. At the same time, Potatoes planted perpendicular to the contour lines resulted in the lowest erosion rate, at only 114.51 tons/ha/year. Economic analysis, considering crop productivity and financial outcomes, revealed the highest productivity for potatoes planted perpendicular to the contour at Rp. 26.891 kg/ha, and the highest Income for the contour planting of potatoes at Rp. 215.133.360/ha. Optimization using the MOORA method, which calculates minimal erosion (cost) and maximal Income (benefit), yielded the highest value for potatoes planted along the contour at 0.409963. This was followed by perpendicular planting (0.075816) and shallots along the contour (0.067163). The MOORA method can provide optimal planting pattern recommendations by analyzing multiple criteria, including soil erosion and productivity, thereby offering practical guidance to farmers and policymakers in making more economically viable and sustainable planting decisions.
Smart Cropping Pattern: A Systematic Study of Sustainable Agriculture Optimization Model Mushthofa, Mushthofa; Suripin, Suripin; Wulandari, Dyah Ari; Qomaruddin, Mochammad
International Journal of Engineering, Science and Information Technology Vol 5, No 3 (2025)
Publisher : Malikussaleh University, Aceh, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v5i3.1132

Abstract

Irrigated agriculture accounts for more than 40% of global food production despite covering only about 20% of the world's agricultural land. However, climate change, water constraints, and multisectoral pressures on natural resources demand greater efficiency in the management of agricultural systems. One key strategy is determining optimal cropping patterns under conditions of water and land constraints. This study aims to review mathematical approaches, especially Linear Programming (LP)-based optimization models, in developing efficient and sustainable cropping pattern strategies. This study was conducted through a systematic literature review of 185 scientific articles from the Scopus and ScienceDirect databases in the period 2014–2025. The analysis was carried out using the PRISMA method and visualization of research trends through VOS viewer software. The results of the review indicate that optimization models, especially Linear Programs, have been widely used to develop data-based land and water allocation strategies, considering agronomic, economic, and environmental aspects. The increasing number of publications in the last decade reflects the urgency of this theme and the shift towards quantitative-based decision-making in agricultural systems. This study provides a conceptual and applicative basis for the development of sustainable planting strategies that are adaptive to environmental changes.
Evaluasi Stabilitas Lereng Dengan Metode Limit Equilibrium pada Sungai Waridin Kurniawan, Andri; Wahyu Adhi, Bagas; Pamungkas, Hannung; Qomaruddin, Mochammad
Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Vol. 7 No. 1 (2025): Juni 2025
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v7i1.6699

Abstract

Rivers play an important role in improving the welfare and quality of life of the Indonesian people. In addition, rivers can also cause flooding. The Waridin River is one of the rivers in the Kendal regency area. Flooding is an event where inundation occurs in a flat area around the river due to the overflow of water that the river cannot accommodate. To overcome the flood problem, the addition of parapets and the normalization of the river were carried out. For this reason, it is necessary to analyze the slope stability of the Waridin river from the excisiting conditions, design and construction conditions by paying attention to 3 (three) modeling conditions. The method used in this analysis is the Limit Equilibrium method, which utilizes software, specifically Geostudio, through the SLOPE/W menu. The analysis was carried out on existing conditions, planning, and construction. This analysis was carried out under normal conditions, earthquakes, and rapids. The results of the existing analysis were obtained that in the condition of the combination of earthquakes, the slope stability was below the safe factor, namely 1.02 < 1.2. sendang in other conditions tends to be safe. In the planning analysis by combining normalization and the addition of parapets with a 3-meter mini pile foundation, the results of all analysis conditions exceeded the value of the safety factor. Because at the time of construction a landslide occurred, a back analysis was carried out where the results of the back analysis were added reinforcement to the foot of the river slope with a mini pile of 4 meters with a distance of 1 meter each associated with the frame beams. The analysis results obtained show that it is safe for all implementation conditions.
REDESIGN PEMBANGUNAN GEDUNG B TAHAP 1 RSUD HJ. ANNA LASMANAH BANJARNEGARA MENGGUNAKAN METODE BETON PRACETAK Faqih, Nasyiin; Purwati, Anika; Abdussalam, Ashal; Mushthofa, Mushthofa; Qomaruddin, Mochammad; Febrianty, Ruliana
Jurnal Penelitian dan Pengabdian Kepada Masyarakat UNSIQ Vol 11 No 2 (2024): Mei
Publisher : Lembaga Penelitian, Penerbitan dan Pengabdian Masyarakat (LP3M) UNSIQ

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32699/ppkm.v11i2.7147

Abstract

Seiring dengan terus meningkatnya perkembangan zaman populasi masyarakat juga ikut meningkat, ada beberapa masalah yang timbul di kota besar, salah satunya masalah kesehatan.. Dengan fasilitas yang sudah ada pada gedung lama (existing) kurang memadai, dalam hal ini Pihak RSUD terdorong untuk memberikan fasilitas yang lebih memadahi dengan dilakukannya pengadaan pembangunan gedung baru. Sebagai Studi Perencanaan pada Penelitian ini menggunakan metode beton pracetak.. Perencanaan merujuk pada pedoman yang berlaku di Indonesia yaitu SNI 03-1727-2020, SNI 1726-2019, SNI 2847-2019. Metodologi penelitian yang saya gunakan diawali dari tahap persiapan, pengumpulan data, menentukan desain bangunan dan pembebanan, Penentuan dimensi struktur, Analisa momen dengan menggunakan program SAP2000 v.14, pembuatan Gambar kerja perhitungan RAB struktur, dan diakhiri dengan Pembuatan Rencana Schedule.