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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Ilmiah Desain & Konstruksi Jurnal Teknik Sipil PROSIDING SEMINAR NASIONAL CENDEKIAWAN Jurnal Ilmiah Universitas Batanghari Jambi Syntax Literate: Jurnal Ilmiah Indonesia Astonjadro Media Ilmiah Teknik Sipil JURNAL SUMBER DAYA AIR Jurnal Infrastruktur Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Journal of Sustainable Civil Engineering (JOSCE) Menara: Jurnal Teknik Sipil jurnal syntax admiration Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil NUCLEUS: Jurnal Sains dan Teknologi Journal La Multiapp International Journal of Engagement and Empowerment (IJE2) JURNAL ILMIAH GLOBAL EDUCATION Teknika International Journal of Multidisciplinary Research and Literature (IJOMRAL) Jurnal Talenta Sipil Jurnal Cakrawala Ilmiah Jurnal Konstruksi Jurnal Insinyur Profesional Journal of Comprehensive Science Indonesian Journal of Construction Engineering and Sustainable Development International Journal of Civil Engineering and Infrastructure (IJCEI) De`Teksi : Jurnal Teknik Sipil Advance Sustainable Science, Engineering and Technology (ASSET) Journal of Moeslim Research Technik
Pio Ranap Tua Naibaho
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tama Jagakarsa.
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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Perencanaan Jalur Khusus Sepeda pada Kawasan Wisata Pantai Kuta Ni Luh Ayu Suryaningsih; Pio Ranap Tua Naibaho; Moh Azhar
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.2612

Abstract

Kawasan wisata Pantai Kuta merupakan salah satu destinasi unggulan di Bali dengan melihat setiap tahun banyaknya wisatawan baik dari dalam negeri maupun mancanegara yang berkunjung ke Pantai Kuta. Namun hal tersebut juga menjadi salah satu tantangan dalam sektor Transportasi yaitu tingginya aktifitas kendaraan bermotor sehingga menimbulkan permasalahan kemacetan dan menurunnya kualitas lingkungan. Selain itu banyak masyarakat dan wisatawan yang beraktivitas salah satunya dengan bersepeda, dikarenakan banyaknya pengguna sepeda menggunakan ruas jalan utama di kawasan Pantai Kuta sehingga akan menimbulkan permasalahan lalu lintas khususnya di bidang keselamatan. Dari banyakanya ruas jalan Kawasan Wisata Pantai Kuta, akan dipilih beberapa ruas jalan yang akan direncanakan sebagai lajur khusus sepeda. Rute sepeda yang terpilih dihitung analisa kinerja setelah sebagian badan jalan digunakan sebagai lajur khusus sepeda serta usulan penempatan rambu dan marka. Pengolahan data analisa yang dilakukan yakni mengenai unjuk kerja kondisi eksisting sebelum adanya lajur sepeda dan kondisi rekomendasi setelah adanya lajur sepeda meliputi kapasitas, V/C ratio,serta tingkat pelayanan jalan tersebut. Dari perhitungan analisa didapat 3 Rute terpilih dengan analisa pertimbangan pengaruh sampai dengan 5 tahun kedepan. Lajur sepeda yang direncanakan ialah dengan lebar 1,6 meter ditandai dengan marka hijau dan dibatasi dengan marka menerus. Penyediaan fasilitas parkir ditempatkan di setiap lokasi tarikan perjalanan.
Studi Perbandingan Perilaku Struktur Gedung Bertingkat Tahan Gempa Menggunakan Material Beton Bertulang Dan Baja Muhammad Andi Arif; Pio Ranap Tua Naibaho
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.2885

Abstract

The construction of high-rise buildings is influenced by land limitations and advances in construction technology. However, these structures present more complex technical risks, particularly in earthquake-prone regions such as Indonesia. Earthquake-resistant structural design serves as a preventive approach to minimize potential casualties and post-disaster losses, rather than to create completely earthquake-proof buildings. Concrete and steel are commonly used structural materials in high-rise buildings due to their high strength, but their selection also considers various other parameters beyond strength alone. This study analyzes the comparative seismic performance of high-rise building models using steel and reinforced concrete materials. The analysis focuses on base shear force, inter-story drift response, and the impact of P-Delta effects using the response spectrum method in ETABS v.21 software. The results show that the total base shear force (Vtotal) in the Reinforced Concrete Structure (RCS) model is 28,979.31 kN, while in the Steel Structure (SS) model it is 8,133.61 kN. The higher value in the RCS model is due to its greater structural weight and shorter structural period. Both models meet the allowable inter-story drift limits, with the RCS model showing smaller displacements: 50.001 mm (X direction, 10th floor) and 41.058 mm (Y direction, 9th floor), compared to the SS model’s 50.930 mm (X direction, 8th floor) and 40.700 mm (Y direction, 7th floor). Furthermore, the P-Delta effect in both models remains within safe limits; however, the RCS model exhibits smaller maximum values of 0.0220 and 0.0185 compared to the SS model’s 0.0649 and 0.0530, indicating better seismic stability in the reinforced concrete structure.
The Effect of Stiffeners and Castellated Beam Hole Covers on Buckling in Ramp Door Construction with Finite Elemen Method Abdul Hari Nugroho; Pio Ranap Tua Naibaho
Jurnal Infrastruktur Vol. 11 No. 2 (2025): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/gwcyvk07

Abstract

Castellated steel is a steel beam that has a hexagonal hollow web element. One of the cases that often occurs in castellated steel structures is buckling. This study takes a case study of ramp door construction made of castellated steel. The ramp door construction experienced buckling damage after a load test. Analysis was carried out on four ramp door models with loading resembling the actual conditions of the bridge according to SNI 1725-2016. The first modeling uses a 900x200x11x17 castellated main beam without the addition of stiffeners. The second modeling with the addition of stiffeners at each distance between castellated holes. The third modeling closes all holes without the addition of stiffeners. The fourth modeling closes all holes with the addition of stiffeners at each distance between castellated holes. The analysis was carried out using the finite element method. This study aims to determine the effect of stiffeners and castellated hole covers on deformation values, equivalent stress and buckling eigenvalues. From the analysis of the effect of stiffener (second model) for the deflection value decreased by 0.62%, the stress value increased by 4.04%, the buckling eigenvalue increased by 144.94%. The effect of castellated cover (third model) for the deflection value decreased by 8.69%, the stress value decreased by 19.71%, the buckling eigenvalue increased by 12.75%. The effect of stiffener and castellated cover (fourth model) for the deflection value decreased by 11.18%, the stress value decreased by 20.15%, the buckling eigenvalue increased by 153.98%.
Analisis Penerapan Supplied By Owner Material Konstruksi Beton Terhadap Biaya Dan Tingkat Komponen Dalam Negeri (TKDN) Pekerjaan Konstruksi Jaringan Irigasi Ciwates: Analysis Of The Implementation Of Supplied By Owner Concrete Construction Materials On Cost And Domestic Component Level (TKDN): Ciwates Irrigation Network Construction Works Wibawa Mukti, Aditya; Bambang Priyambodo; Pio Ranap Tua Naibaho
Media Ilmiah Teknik Sipil Vol. 14 No. 1 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

Amidst global food security challenges and post-pandemic economic fluctuations, the development of robust agricultural infrastructure has become an inevitable national priority, as outlined in Presidential Instruction Number 2 of 2025. However, fiscal realities at the regional level often present a paradox: the need for infrastructure rehabilitation is increasing while fiscal space is narrowing. This research highlights this phenomenon in Serang Regency, where the budget trend for irrigation management shows a significant decline from 2021 to 2025. This thesis proposes and tests the effectiveness of the Supplied by Owner (SBO) procurement method as a technocratic solution to bridge this gap. Through a case study approach on the Ciwates Irrigation Network Improvement project, this research conducts an in-depth comparative analysis of two key variables: construction cost efficiency and the optimization of Domestic Component Level (TKDN) in concrete works. The methodology combines contract document analysis, market price simulation, and material supply chain audit. The research results reveal empirical findings that the implementation of SBO is capable of generating a cost efficiency of 3.04% (equivalent to IDR 57,380,000.00) from a total conventional project value of IDR 1,886,459,000.00 to IDR 1,829,079,000.00. More significantly, this method proved to be a strong catalyst for increasing TKDN through the use of PT. Conch Cement Indonesia products, recording an increase of 9.21 percentage points from 52.18% to 61.39%. These findings confirm that SBO is not merely a savings mechanism, but a strategic instrument for quality control and the affirmation of national industrial policy. This study recommends the institutionalization of SBO in regional procurement regulations for material-intensive projects.
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%.
Analisis Penerapan Value Engineering (VE) pada Proyek Konstruksi Menurut Persepsi Owner Febriyanto, Andreas; Priyambodo, Bambang; 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.v10i1.20644

Abstract

The implementation of VE in the construction sector is an approach carried out systematically by a team from many disciplines that focuses on value and function. The implementation of VE in construction projects has the potential for significant savings from the project budget. In the construction world, project owners are often faced with various constraints such as budget constraints, increasing material costs, and the need for time efficiency. VE offers a solution to overcome these constraints with a functional analysis-based approach that aims to increase value by reducing unnecessary costs without reducing the quality of the final product. The implementation of VE carried out in construction projects, the techniques and alternatives used vary, this is due to the approach used, cultural conditions, and different procurement systems. The purpose of this study is to identify VE practices in Indonesia, examine the success factors in these practices, knowledge and experience of VE, and the constraints often faced in VE practices. The research method was carried out by distributing questionnaires to respondents who had knowledge of VE. The data obtained from the questionnaire were analyzed using descriptive analysis. The results of the analysis show that the implementation of VE in Indonesia is carried out on projects that are being proposed and on projects that are underway, the knowledge and experience of construction actors are the main success factors, construction actors have sufficient knowledge about VE, and the lack of knowledge about VE is the main obstacle in the implementation of VE in Indonesia.
Rekayasa Nilai dalam Tahap Reviu Perencanaan Konstruksi (Studi Kasus: Pelabuhan Perikanan Terintegrasi di PPN Pengembangan Bali) Riyadi, Sugeng; Priyambodo, Bambang; 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.v10i1.20677

Abstract

The ongoing construction of the project requires a fairly large allocation of funds, and it is necessary to reconsider whether the design used is optimal. This can be done by reviewing the project planning design so that it is possible to make cost savings by identifying and reducing unnecessary costs without reducing the level of quality, reliability and function of the project itself. Carrying out value engineering techniques, namely carrying out cost analyzes by comparing the costs per item with the details of each job from the contractor's offer to find the cheapest price up to the negotiation stage for cost savings and efficiency. The AHP (Analytic Hierarchy Process) method can be used as a solution to problems in finding decisions, and for assessment using a Likert scale questionnaire. Value engineering in the planning review by taking a case study of an ongoing project in the Pengambengan area of ​​Bali, namely the integrated fishing port project. There are 3 alternatives compared to the planning budget, namely breakdown analysis techniques (Work Breakdown Structure), cost modeling techniques (Cost modeling techniques), and Delphi techniques (Delphi Teqhnique). In value engineering, you can see the price comparison for each work item for planning reviews. The results for the final review based on value engineering RAB planning estimate Rp. 1,626,877,637,500. The stages in the AHP method analysis are determining the objective of the analysis, namely value engineering in selecting contractors, determining the analysis criteria: Cost Budget Plan, Detailed Drawings, Technical Specifications, and Implementation Time, as well as determining alternative options
Analisis Kinerja Konsultan Manajemen Konstruksi Proyek EPC pada Pembangunan Fasilitas Pengolahan Batu Bara di Tanjung Enim, Sumatera Selatan Brillianto, Ananta Giga; Priyambodo, Bambang; 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.v10i1.21713

Abstract

Engineering, Procurement, and Construction (EPC) projects face complex challenges such as multidisciplinary coordination, tight schedules, material procurement risks, and design change dynamics, which require the crucial role of Construction Management Consultants (CMCs) in ensuring the achievement of time, cost, and quality targets. This study analyzes the influence of expert competence, quality management, and communication on CMC performance in the coal processing facility construction project in Tanjung Enim, South Sumatra. The study employs a quantitative approach using research instruments developed based on indicators of expert competence, quality management, and communication. Instrument validation was conducted using item analysis with Pearson's product-moment correlation coefficient, while reliability was measured using Cronbach's Alpha coefficient. Data were analyzed using partial correlation and multiple regression techniques. The results of the study indicate: (1) Expert competence has a significant positive effect on KMK performance (ry1 = 0.377 > 0) with the regression equation Ŷ = 19.843 + 0.144 X1; (2) Quality management has a significant effect (ry2 = 0.543 > 0) with the equation Ŷ = 19.040 + 0.174 X2; (3) Communication makes an important contribution (ry3 = 0.471 > 0) with the equation Ŷ = 19.590 + 0.152 X3. Multiple regression analysis shows that the three variables together explain 82% of the variance in performance (ry123 = 0.9272 > 0) with the equation Ŷ = 3.9547 + 0.200 × X1 + 0.1995 × X2 + 0.2237 × X3. These findings confirm that the performance of construction management consultants on EPC projects is significantly influenced by expert competence, quality management, and communication. The study recommends the need for standardization of competencies, implementation of an integrated quality management system, and development of an effective communication model to improve the performance of CMC on similar projects.
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 A Riduan Umar A.R Indra Tjahjani Abda Abda Abdul Hari Nugroho Aditya, Zori Afiatur Rizki Ramadhan Al Hasyir, Muhammad Humaam Aprilian Ismana Arif, Muhammad Andi Awal Surono Azhar, Moh. Baggio, Eugene Yudhistira Bagio, Toni Hartono Bambang Budiono Bambang Priyambodo Bambang Priyambodo, Bambang Bangun, Sempurna Brillianto, Ananta Giga Budiarto, Rika Budiono, Bambang Deprizon Syamsunur Dewita, Hikma Diartama, Luh Gede Melyarista Draga Hasan saputra Saputra Eka Daryanto, Eka Fadhila Muhammad Libasut Taqwa Fadillah Taufik Fahmi, Khosa Maulana Fahmy Hermawan Febriyanto, Andreas Fikri, Irwan Ginting, Liberty Herinius Girsang, Pije Saputra Hartono, Arief Budi Heris Cahya Kusuma Hutagalung, Jethro Lukito Ida Ayu Putu Sri Widnyani Imanto, Yuwono Ivindra Pane Khairu Imanda Pratama Kiki Maria Kornel Munthe Kristina Sembiring Kusuma, Heris Cahya Laia, Insyaf Maret Laksono, Arvidya Esta LM Arasy Sipala Manlian R. A. Simanjuntak Manlian Ronald A. Manurung, Edison H. Manurung, Edison Hatoguan Mawardi Amin Moh Azhar Muhammad Andi Arif Muhammad Farid Renandes Muhammad Firdaus Nelson Edison Siregar Ni Luh Ayu Suryaningsih Nosi, Leonardus Nurhayati, Yayah Pane, Ivindra Permana, Oki Pujianto, Cahyo R. A Simanjuntak, Manlian Raden Herry Shufi Ramadhani, Fajar Ikhsan Ramdhani, Ferri Riadi, Joan Romy Setiawan, Irvan S, Daniel Salim, Mohd Razman Sampurna Bangun Sarjono Puro Sembiring, Kristiana Sembiring, Kristina Sempurna Bangun Sempurna Bangun Siahaan, Herianto Sianturi, Gestan Sihotang, Parlindungan Silaen, Joshua Riski Simanjuntak, Manlian R. A. Sitepu, Barnet Sitohang, Oloan Sitti Wardiningsih Situmorang, Henry Maurice Soenarto, Bambang Sopar Butarbutar Sri Wiwoho Mudjanarko, Sri Wiwoho Styaji, Hary Subkhan Subkhan Sugeng Riyadi Sunadi, Fajar Sidiq Surbakti, Simon Surono, Awal Syahairony, M. Syahroni, Alif Ihsan Tjahjani, AR Indra Tuheteru, Kadir Wibawa Mukti, Aditya widyantoro, satrio William, Martin Richardo Wujaya, Kinanti Wyldan, Akhmad Adam Xena S P, Canda Yudi Firmansyah Yulianto Bastian Zai Yulianto Yulianto