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All Journal JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Media Konstruksi : Jurnal Ilmiah Teknik Sipil Structures, Infrastructure, Planning, Implementation, and Legislation
Masdiana
Universitas Halu Oleo
Civil Engineering, Building, Construction & Architecture

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Tinjauan Rencana Anggaran Biaya (RAB) Pengaspalan AC-BC Pada Proyek Peningkatan Jalan Budi Utomo Baru Tahun Anggaran 2023 Laode Sabara; Muh Handy Dwi Adityawan; Masdiana
MEDIA KONSTRUKSI Vol. 9 No. 2 (2024)
Publisher : Jurusan Teknik Sipil, Universitas Halu Oleo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33772/medkons.v9i2.31

Abstract

Perhitungan rencana anggaran biaya merupakan hal penting dalam industri konstruksi, ketidakakuratan dalam proses perhitungan dapat memberikan efek negatif pada seluruh proses konstruksi dan keuntungan yang diterima perusahaan jasa konstruksi. Tujuan dari penelitian ini, untuk mengetahui rencana anggaran biaya pekerjaan AC-BC pada proyek peningkatan jalan budi utomo baru. Metode pengumpulan data yang digunakan dalam penelitian ini adalah observasi lapangan dengan melakukan survey langsung di lokasi penelitian. Dari hasil perhitungan RAB pekerjaan AC-BC sepanjang 3.650 m maka total harga untuk pekerjaan prime coat adalah Rp. 407.055.854,8, dan total biaya pekerjaan pengaspalan lapis antara AC-BC adalah Rp. 6.606.658.174,90. Sehingga total biaya keseluruhan pekerjaan adalah Rp. 771.508.543,27.
The Impact of Material Price Fluctuation on Cost Overruns in National Toll Road Infrastructure Projects Rudi; Vina Levia Budiman; Masdiana; Nur Khaerat Nur; Erniati Bachtiar
Structures, Infrastructure, Planning, Implementation, and Legislation Vol. 1 No. 2 (2025): October, 2025
Publisher : CV. Get Press Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69855/sipil.v1i2.314

Abstract

Fluctuations in construction material prices significantly challenge infrastructure project management, especially in Indonesia’s national toll road sector from 2023 to 2025. Employing a quantitative approach with purposive sampling of National Strategic Toll Road Projects (PSN), this study investigates the impact of price volatility for core materials (cement, steel, and asphalt) on project cost overruns. The analysis utilizes dual-source data: secondary data from the official Wholesale Price Index (WPI) published by the Central Statistics Agency (BPS) and budget realization data from the Ministry of Public Works and Housing (PUPR)/BPJT. Advanced analytical methods, including Structural Equation Modeling (SEM) to establish causal relationships and Least Squares Support Vector Machine (LSSVM) to develop a predictive model, reveal strong positive correlations between material price fluctuations and cost increases, with steel price volatility having the most pronounced effect. Empirical findings show cement prices increased by approximately 12.5% and steel by 15.3%, leading to cost overruns contributing up to 21% additional project costs. High reliability (Cronbach’s alpha 0.89) and data validity support these findings. Practical implications include the need for real-time price monitoring, adaptive budgeting with contingency funds of 20–25%, flexible procurement contracts, and digital tools like Building Information Modeling for risk mitigation. This research bridges macroeconomic volatility and engineering practice by offering an actionable predictive framework to support fiscal integrity and timely project delivery. Further research should incorporate socio-political variables and enhance predictive analytics using big data.
Effect of Staircase Incorporation on Seismic Performance of 6-Story RC Buildings: A Nonlinear Pushover Analysis Samsul Abdul Rahman Sidik Hasibuan; Hakas Prayuda; Masdiana; Baskoro Abdi Praja; Annisa Adika Qolby; Muhammad Rizal; Syarbaini Lubis
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 10 No. 1 (2026): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v10i1.17723

Abstract

The seismic design of multi-story buildings requires accurate modeling and analysis to ensure structural safety during earthquakes. However, the staircase is often overlooked in traditional structural analyses. Therefore, this study aimed to examine the impact of the staircase on the seismic behavior of a six-story reinforced concrete building using nonlinear pushover analysis. The ETABS Nonlinear v.9.7.4 was used to model and analyze two variants, including one with a staircase and one without a staircase. Both models undergo nonlinear static pushover analysis with lateral loads of 1000 kN applied at each floor in the X and Y directions. Key seismic performance parameters were compared including natural periods, pushover curves, story displacements, drifts, drift ratios, and shears. The results showed that incorporating staircases significantly influences seismic response. The model with the staircase has a shorter natural period (0.71s vs. 0.82s for the first mode), showing increased stiffness. Subsequently, it also shows a higher base shear capacity (5200 kN vs. 4900 kN in the X-direction), suggesting enhanced lateral load resistance. The staircase model experiences reduced story displacements and lower drift ratios, with the maximum drift ratio decreasing from 1.03% to 0.86%. These results highlight the crucial role of staircases in improving seismic performance by increasing stiffness, enhancing lateral load capacity, and controlling displacement. In line with these findings, there is a need to incorporate the staircase in structural modeling to achieve more accurate seismic performance predictions, contributing to safer and more resilient building designs in earthquake-prone regions.
Co-Authors Annisa Adika Qolby Baskoro Abdi Praja Erniati Bachtiar Hakas Prayuda Laode Sabara Muh Handy Dwi Adityawan Muhammad Rizal Nur Khaerat Nur Rudi Rudi Samsul Abdul Rahman Sidik Hasibuan Syarbaini Lubis Vina Levia Budiman