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All Journal Jurnal Ilmiah Universitas Batanghari Jambi Gema Wiralodra Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Journal La Multiapp JURNAL ILMIAH GLOBAL EDUCATION Jurnal Talenta Sipil
Azhar, Moh.
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Aerospace Engineering Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Transportation Other

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The Influence of Material Control Systems on Remaining Materials in Structural Work Riadi, Joan; Azhar, Moh.; Naibaho, Pio Ranap Tua
Journal La Multiapp Vol. 6 No. 5 (2025): Journal La Multiapp
Publisher : Newinera Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37899/journallamultiapp.v6i5.2369

Abstract

Digital transformation has increased operational efficiency infrastructure critical, but at the same time also open new loophole against attack increasingly complex and destructive cyberspace. This study aims to identify spectrum threat cyber targeting infrastructure critical, analyzing vulnerability accompanying systemic, as well evaluate strategy multi-level protection used in mitigation risk cyber. Using approach qualitative through review methods systematically, this study examines 20 primary sources in the form of scientific journals, policy reports, and studies. case international published 2015–2024. The research results revealed that threats such as ransomware, Advanced Persistent Threats (APT), attacks AI -based, and zero-day exploits are becoming a form of attack dominant, with energy, health, and communications sectors as the main targets. Vulnerabilities systemic found in aspects of old technology that is not updated, governance weaknesse, as well as low awareness cyber at the level operational. Strategy effective protection nature layered, including perimeter security, access management, data encryption, training awareness, to response incidents and system recovery. This study recommends integration strategy adaptive, data -based protection risk, and supported by policies strong national to strengthen resilience cyber sector infrastructure critical.
Building fire safety management analysis based on the reliability assessment method of making safety systems in greenhouse display buildings Nurjaman, Aceng Galih; Azhar, Moh.
Gema Wiralodra Vol. 14 No. 3 (2023): Gema Wiralodra
Publisher : Universitas Wiralodra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31943/gw.v14i3.497

Abstract

Fires must be alerted and anticipated or detected as early as possible. If a fire occurs, it will be fatal such as damage to buildings, infrastructure, other facilities and can even result in casualties. Therefore, a reliable fire protection system must be applied. To prevent or anticipate fires, detection must be carried out as early as possible and prepared facilities or infrastructure for fire safety. The Green House display building is an exhibition building of living plants from various mountains in Indonesia including the mountains of Java, the mountains of Sumatra, the mountains of Kalimantan, and the mountains of Papua. This building is the only building in Indonesia, which presents the atmosphere of the mountains exactly the same as the original mountains, both plants, soil and air temperature, but is in a closed room. Plants and soil are taken directly from the associated location. This building is allegedly very prone to fire because there are so many flammable materials such as leaves, wood and others. As well as forests in Indonesia, especially in Kalimantan and Sumatra where fires often occur. Therefore, the application of Building Fire Safety Management in this building must be applied as well as possible. Fire safety management in question includes: completeness of facilities and infrastructure, active protection systems and passive protection systems. Active protection systems such as fire detection devices for this building cannot use ordinary systems, because in this building, the atmosphere is like mountains with many big trees. To ensure that the building can be declared reliable in terms of building safety, especially fire safety, it is necessary to check the reliability of the building. The inspection can be carried out by several methods, including analyzing based on applicable standards and analyzing based on the assessment of the reliability of the building safety system referring to the Settlement Research and Development Center, Research and Development Agency PU, Department of Public Works in 2005 (Pd-T-11-2005-C).
ANALISIS KAPASITAS PROFIL GELAGAR MEMANJANG DAN GELAGAR MELINTANG TERHADAP GAYA-GAYA DALAM JEMBATAN RANGKA BAJA TIPE WARREN DENGAN MENGGUNAKAN SOFTWARE MIDAS CIVIL 2019 (Studi Kasus : Jembatan Penghubung Gedung RSCM Kencana – Gedung RSCM Kirana) Arif, Muhammad Andi; Azhar, Moh.; Bangun, Sempurna; Naibaho, Pio Ranap Tua
Jurnal Ilmiah Global Education Vol. 4 No. 4 (2023): JURNAL ILMIAH GLOBAL EDUCATION, Volume 4 Nomor 4, Desember 2023
Publisher : LPPM Institut Pendidikan Nusantara Global

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55681/jige.v4i4.1164

Abstract

There are two access bridges that have different functions and to cross the Ciliwung river below as an access road from the RSCM Kencana building to RSCM Kirana. Where there is access to the bridge that is specifically for car/motorcycle riders and a special bridge for pedestrians. However, the density of motorists and pedestrians can hinder traffic access. Thus, supporting infrastructure was built, namely a vehicle bridge and connecting pedestrians from the Kencana RSCM building to the Kirana RSCM building. The type of bridge built is a concrete slab steel frame bridge. In this regard, this study aims to determine the values of the ultimate moment, shear, and axial forces that occur with the object viewed from the longitudinal and transverse girders whether they exceed the nominal profile value or not, and the deflections that occur on the behavior of the structure. on the bridge according to SNI 1725:2016 loading with the help of the MIDAS Civil 2019 software. From the results of the calculation and capital analysis on the MIDAS Civil 2019 software, the values of the internal forces on the object under review do not exceed the nominal strength value of the profile. First, the girder extends against ultimate moment of ϕMn ≥ Mu = 3.762,080 kNm ≥ 528,869 kNm, against shear force ϕVn ≥ Vu = 1.095,444 kN ≥ 909,282 kN, against axial compressive force ϕPn ≥ Pu = 8.532,876 k N ≥ 3.115,265 kN, to the axial tensile force ϕPn ≥ Pu 7.726,842 kN ≥ 2.434,744 kN. Second, the transverse girder with respect to the ultimate moment of ϕMn ≥ Mu = 1.242,046 kNm ≥ 53,723 kNm, against the shear force ϕVn ≥ Vu = 1.076,400 kN ≥ 81,513 kN, against the axial compressive force ϕPn ≥ Pu = 3.805,349 kN ≥ 255,812 kN. The deflection value that occurs at the ultimate state of the structural behavior of the bridge is 48.70 mm where this value is still smaller than the allowable deflection of 55 mm. So it can be concluded that the bridge structure is safe when it receives the ultimate load.
Analisis Keterlambatan Pembangunan Gedung Kampus Poltekkes Banten Raharjo, Muji; Azhar, Moh.
Jurnal Ilmiah Universitas Batanghari Jambi Vol 24, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jiubj.v24i1.4393

Abstract

In order to achieve maximum development, supervisory work is needed. Facilities and infrastructure are very vital and very important things in supporting the smoothness or convenience of the learning process, in relation to education that requires facilities and infrastructure and also their utilization both in terms of intensity and creativity in their use by lecturers and students in learning activities teach. Educational facilities are all the facilities needed in the teaching and learning process, both movable and immovable so that the achievement of educational goals can run smoothly, regularly, effectively and efficiently. In the 2021 fiscal year the Banten Poltekes campus received a budget of 9,779,346,000. The allocation of these funds was intended to continue the construction of the Phase VII Poltekes building, there were delays caused by disputes. These disputes stem from several factors between stakeholders, in which each stakeholder has different problems and this requires quite a long time to identify the causative factors and find the right solution. The purpose of this study was to analyze the factors causing delays in the construction of the Polytechnic Health Campus building in Banten. The research was conducted using a qualitative method by means of a narrative description, in which the researcher conducted interviews with the Director of PT. Rahandika Nusa Perkasa. The results of the study found that the factors causing the delay in the construction of the Poltekkes campus building in Banten were due to the very short time given, the selection of workers who were not good, the frequent exchange of workers, the lack of material transportation equipment.
Analisis Penerapan Manajemen Proyek dalam Perencanaan Instalasi Pengolahan Air Limbah (IPAL) di Perkotaan (Studi Kasus di Kawasan Tb. Simatupang) Rachmatama, Riesky; Azhar, Moh.
Jurnal Ilmiah Universitas Batanghari Jambi Vol 24, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jiubj.v24i1.4373

Abstract

Urban WWTP development in the Simatupang area will integrating water life cycle, from managing waste water flow to reservoir, and then the raw water will be treated for drinking water. The most important effluent of waste water must be store first in the reservoir, and then treated for drinking water; it is possible direct converted from waste water to drinking water, however, the culture and religion of the community was not accepted. Construction of WWTP will be applied for business/mixuse area along 8 km and utilize 9 Ha land in the commercial area. The formulation of the problem of analyzing the application of project management in urban WWTP planning in the TB Simatupang area, is how the application of project management can affect the smoothness and success of the planning process for Urban WWTP development in the TB Simatupang area. In this problem formulation, the focus is placed on the effect of project management implementation on Simatupang WWTP planning. This led to research on evaluating the project management steps taken and their impact on the smoothness and success of the WWTP planning.
Analisis Kinerja Tender dengan Sistem Penilaian Kualifikasi “Nilai Pengalaman Tertinggi” pada Perusahaan Konstruksi Lisa, Ulfa Sama; Azhar, Moh.; Sembiring, Kristina; Maharani, Sri
Jurnal Ilmiah Universitas Batanghari Jambi Vol 24, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jiubj.v24i1.4047

Abstract

Bidding activities in a job are carried out through a tender offer to select up to the process of appointing which company is appropriate in carrying out a work package. The method for determining the winner of the tender can be done by knockout method, value or cost assessment. Bidding that is usually made by companies can have several problems, while the main thing that often arises is that bids are made too high in the hope that bidders can get a large profit, or vice versa they cannot offer prices that are too low due to the hope of getting a project opportunity. the greater it is. Companies that procure both goods and services are carried out efficiently, effectively, transparently, openly, competitively, fairly and accountably. Based on BPS data by DataIndonesia.ID, there are 131,414 companies in Indonesia in 2021. This number has increased by 1.76% compared to the previous year of 129,137 companies. The large number of construction companies has the impact of increasing competition between companies in winning an auction/tender. The purpose of this study was to analyze the Tender Performance With the Highest Experience Value Qualification Rating System in Construction Companies. The method used in this research is descriptive method with purposive sampling technique. The sample of this research is 88 companies located in Jabodetabek. The results showed that there was an effect of the highest experience value on winning tenders in construction companies in Jakarta with a p value <0.005. The conclusion in this study is that the highest experience value rating system affects the evaluation of tender acceptance qualifications in construction companies.
Perbandingan Biaya dan Waktu Pelaksanaan Deck on Pile dengan Cakar Ayam Modifikasi pada Pembangunan Dermaga Jakarta International Container Terminal 2 Yulianto, Yulianto; Azhar, Moh.; Naibaho, Pio Ranap Tua; Sembiring, Kristina
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.20507

Abstract

Indonesia as a maritime country is required to be able to follow the development of the international world to become the world's maritime axis, by developing medium and large ports and encouraging investment in the maritime sector on a large scale. Trisakti Terminal, Tanjung Priok branch, North Jakarta is a busy terminal among ten other terminals managed by PT. Pelabuhan Indonesia I (Persero) which serves general cargo and dry bulk types both domestically and internationally. This study aims to compare the efficiency values ​​obtained from the application of deck on slab foundations with modified spread footing foundation (Cakar Ayam Modifikasi). In the construction work of modified spread footing foundation, the cost of the work is Rp51,099,780,000, with an implementation time of 240 calendar days, while in the construction of Deck on Pile the total cost of the work is Rp88,160,700,000, with an implementation time of 240 calendar days, strict supervision is needed after concrete piling because the remaining implementation time is 14 weeks. The cost efficiency of the modified spread footing foundation work on Deck on Pile is 40%, while the time efficiency of the modified spread footing foundation work on Deck on Pile is 11%.
Penyebab Keterlambatan Jasa Konstruksi Terintegrasi Rancang Bangun Revitalisasi Rusun Penjaringan (Tower A, B, E dan F) Jakarta Utara Sitepu, Barnet; Azhar, Moh.; Naibaho, Pio Ranap Tua
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1115

Abstract

Construction project delays are one of the main problems in the construction service industry in Indonesia, which have an impact on increased costs, decreased work quality, and disruption to project completion schedules. The Penjaringan Flats Revitalization Project (Towers A, B, E, and F) in North Jakarta is one example of a project that experienced time constraints due to the complexity of implementation and external factors such as the Covid-19 pandemic. This study aims to identify the factors that influence delays in the Penjaringan Flats Revitalization Design-Build Integrated Construction Services project. The research method used is a qualitative approach with descriptive analysis based on field data, supervision reports, meeting minutes, and project documentation during the 2019–2021 period. The results of the study show that there are nine main variables causing delays, namely situational factors, managerial factors, contract and document scope, planning and scheduling, materials, labor, site characteristics, control, and the Covid-19 pandemic. Of these nine variables, the five dominant factors that significantly influenced delays were cost factors, unexpected events, the experience of supervisors or field managers, and communication between contractors and consultants and between owners and contractors. The conclusion of this study confirms that cost efficiency, external risk management, and good communication and workforce competence are key factors in preventing construction project delays in the future.
Perbandingan Biaya dan Waktu Pelaksanaan pada Lokasi Pembangunan LRT Jakarta Fase 1B Antara Metode Kerja Pemasangan Rebar Joint Coupler Prafabrikasi dengan Metode Kerja Pemasangan Rebar Tanpa Joint Coupler di Fabrikasi Fikri, Irwan; Azhar, Moh.; Naibaho, Pio Ranap Tua
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1150

Abstract

Population growth and high economic activity in the DKI Jakarta area have led to a significant increase in vehicle volume and traffic congestion. These conditions require an efficient, safe, and environmentally friendly mass transportation system in order to reduce the public's dependence on private vehicles. One of the national strategic projects designed to address this challenge is the construction of the Jakarta Light Rail Transit (LRT) Phase 1B. In the construction of the LRT, time and cost efficiency are crucial factors that determine the success of the project. This study aims to analyze and compare the efficiency of two methods of installing steel reinforcement (rebar), namely the prefabricated joint coupler system and the conventional method without couplers. The study uses a quantitative descriptive approach by collecting secondary data in the form of Unit Price Analysis (AHSP), project progress reports, and field observations. The analysis was conducted on labor productivity, material costs, and implementation time. The results showed that the rebar installation method with prefabricated joint couplers was able to save 15-20% of steel material, reduce the duration of work by around 25-30%, and significantly reduce labor costs compared to the conventional method. In addition, the prefabrication system provides more consistent work quality, minimizes the risk of delays, and improves work safety. Based on these results, it is concluded that the application of the prefabricated joint coupler method is more effective and efficient in both technical and economic aspects for the Jakarta LRT Phase 1B construction project and can be recommended for similar infrastructure projects in the future.
Co-Authors Arif, Muhammad Andi Bangun, Sempurna Fikri, Irwan Lisa, Ulfa Sama Nurjaman, Aceng Galih Pio Ranap Tua Naibaho Rachmatama, Riesky Raharjo, Muji Riadi, Joan Sembiring, Kristina Sitepu, Barnet Sri Maharani Yulianto Yulianto