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Structures, Infrastructure, Planning, Implementation, and Legislation
Published by CV. Get Press Indonesia
ISSN : -     EISSN : 31234674     DOI : http://dx.doi.org/10.69855/sipil
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
The Journal Structures, Infrastructure, Planning, Implementation, and Legislation (SIPIL) is a scientific journal that focuses on the development of science and technology in the field of civil engineering, especially those related to structures, infrastructure, planning, implementation, and legislative aspects. This journal is an important medium to support the exchange of knowledge and innovation that can drive the progress of sustainable development. SIPIL is an open access journal published by CV. Get Press Indonesia, providing a forum for academics, researchers, and practitioners to share and disseminate innovative research results in the field of civil engineering. Manuscript submissions can be made at any time throughout the year, with a fast notification process for manuscript status, namely within one week after submission. Our editorial team is committed to running an efficient, transparent, and constructive review process, thus ensuring high quality publications. In addition, SIPIL encourages cross-disciplinary collaboration and the application of research results that can make a real contribution to the development of civil engineering science and sustainable infrastructure development in Indonesia and globally. We invite you to consider SIPIL Journal as a place to share new research, models, and best practices that advance the fields of structures, infrastructure, planning, implementation, and legislative aspects. Please contact us for any inquiries at gpijournal@gmail.com for a faster response. Click here for online submission, and article template. All submitted manuscripts must comply with SIPIL policies as outlined in the statement of publication ethics and malpractice based on COPE Best Practice Guidelines, the Directory of Open Access Journals (DOAJ), and the Open Access Scholarly Publishing Association (OASPA) for transparency principles and best practices for scholarly publication.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 5 Documents
 1 
Search results for , issue "Vol. 1 No. 1 (2025): April, 2025" : 5 Documents clear
Evaluation of Reinforced Concrete Structural Design of the Bengkalis State Polytechnic Rectorate Building against Vertical Load Performance Based on Indonesian National Standards (SNI) Arizona Arifin; Febriko Husaini
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 1 No. 1 (2025): April, 2025
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v1i1.236

Abstract

This study evaluates the reinforced concrete (RC) structural design of the Bengkalis State Polytechnic Rectorate Building, with a particular focus on its performance under vertical loads an aspect that has been rarely addressed for educational buildings in Indonesia. Structural analysis was conducted based on Indonesian National Standards (SNI 1727:2020, SNI 2847:2019, and SNI 1726:2019). Dead and live loads were determined according to building functions, and the factored load combination (1.2DL + 1.6LL) was applied. The total design vertical load was found to be approximately 12,255 kN. Verification of structural members demonstrated that all reinforced concrete elements including beams, columns, and slabs satisfied both ultimate strength and serviceability requirements, with demand-to-capacity ratios (DCR) well below unity. Columns showed significant reserve strength, while beams and slabs met flexural and deflection criteria. These results confirm that the RC structural design of the rectorate building is safe and reliable under vertical loading conditions. The study contributes to the limited literature on vertical load assessment for Indonesian educational facilities and recommends that future research include seismic and lateral load analysis due to the country’s high seismicity.
Study on the Optimization of Concrete and Reinforcement Steel Volume in the Superstructure Work of Multi-Story Buildings Vina Levia Budiman; Erick Vanhalen
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 1 No. 1 (2025): April, 2025
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v1i1.237

Abstract

The efficient use of materials in reinforced concrete (RC) superstructures is a critical challenge in modern construction, driven by both economic and environmental considerations. This study investigates the optimization of concrete and reinforcement steel volumes in the superstructure of a multi-story RC building by analyzing project-specific volumetric data. The research employs a quantitative approach, beginning with data collection from structural design documents, followed by structural analysis in accordance with SNI 2847:2013 and SNI 1727:2013, and concluding with optimization strategies based on comparative and algorithmic methods. The results indicate that slabs consume the largest portion of concrete, accounting for 58.93% of the total volume, while beams and columns account for 31.33% and 9.74%, respectively. Reinforcement steel consumption was more balanced, with beams (37.96%) and slabs (36.72%) dominating, and columns contributing 25.32%. These findings are consistent with global trends, where slabs and beams represent the most material-intensive components in RC structures. The study highlights the potential for optimization strategies such as reducing slab thickness, refining reinforcement detailing, or applying algorithm-based approaches like genetic algorithms and MINLP to achieve significant material savings without compromising safety. By integrating empirical volumetric data with computational optimization methods, this research provides both theoretical insights and practical recommendations to improve the structural efficiency, cost-effectiveness, and sustainability of multi-story RC buildings.
Analysis of the Readiness of Substructure Work Execution Methods (Bore Pile and Pile Cap Foundations) in High-Rise Building Projects Rio Arsil; Akhirul Desman
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 1 No. 1 (2025): April, 2025
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v1i1.238

Abstract

The foundation system is a critical determinant of stability in high-rise buildings, ensuring safe transfer of structural loads to the ground. This study applied a qualitative–quantitative analytical approach to assess the readiness of substructure execution methods, focusing on bored pile and pile cap foundations. Readiness was evaluated using four variables technical, geotechnical, economic, and safety based on data from technical reports, Indonesian National Standards, and recent international literature. Numerical calculations of bearing capacity and settlement were processed with Microsoft Excel, while SPSS was used in a limited scope for descriptive statistics to validate soil parameters. A case study of pad footing design (1.8 × 1.8 m, depth 1.5 m) served as a baseline. Results indicated that the allowable bearing capacity (127.14 kN/m²) exceeded applied loads, confirming adequacy for a two-story building. However, shallow foundations are unsuitable for high-rise structures due to larger axial and lateral forces and more complex soil conditions. The study concludes that bored piles with pile caps are essential for high-rise construction, offering deeper load transfer, controlled settlement, and effective load distribution. Readiness depends on accurate geotechnical investigation, compliance with standards, technology availability, cost feasibility, and safety assurance. Future work should integrate numerical modeling, in-situ monitoring, and digital tools such as BIM and IoT to enhance prediction accuracy and minimize risks.
Structural Safety Assessment of Spread Footings in a Two-Story Hotel Project, Padang Efrizon
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 1 No. 1 (2025): April, 2025
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v1i1.240

Abstract

Foundation design is a key factor in maintaining structural safety, particularly in seismic-prone regions such as Padang, Indonesia. This study evaluates the bearing capacity and stability of spread footings for a two-story reinforced concrete hotel based on superstructure load data and geotechnical parameters. According to Meyerhof’s theory, the designed footing—with a plan area of 1.8 × 1.8 m, a thickness of 0.5 m, and an embedment depth of 1.5 m—achieves an allowable bearing capacity of 127.14 kN/m², while the applied soil pressure is 110.50 kN/m². The pressure distribution (qmin = 120.30 kN/m²; qmax = 125.80 kN/m²) remains slightly below the allowable limit. The predicted settlement is 20 mm, which is within the 25 mm tolerance. Reinforcement detailing using D19 bars at 200 mm spacing provides adequate flexural and shear strength in accordance with SNI 2847:2019. These findings confirm that spread footings are a safe and economical foundation solution for low-rise buildings in Padang; however, further seismic evaluation is recommended to ensure long-term resilience.
Comparison of Structural Analysis of Multi-Story Buildings Using the Manual Moment Distribution Method and SAP2000 Application Rian Permana Putra; Sapna Yusmania; Gilang Novando; Risky Wahyu Pratama
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 1 No. 1 (2025): April, 2025
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v1i1.245

Abstract

Structural analysis of multi-story buildings is essential for ensuring safety, serviceability, and material efficiency. While software-based analysis is widely used, there is limited quantitative comparison between classical manual methods and modern FEM software for low-rise structures relevant to educational and preliminary design purposes. This study evaluates a three-story reinforced concrete frame using the manual Moment Distribution Method and SAP2000 software. Key structural responses, including bending moments, shear forces, axial forces, and top-floor deflections, were compared, and calculation efficiency was assessed. Results show that the manual method produces bending moments, shear forces, and axial forces within 1–4% of SAP2000 values, and top-floor deflection differs by 4%, confirming its reliability for simple frames. SAP2000, however, reduces analysis time from 4–6 hours to 15–30 minutes and enables modeling of complex load combinations and 3D effects. Based on these findings, a hybrid approach using manual verification alongside software analysis is recommended, offering both conceptual understanding for engineers and efficient, accurate design for practical applications.

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