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INDONESIA
JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION
Published by Universitas Medan Area
ISSN : 25496379     EISSN : 25496387     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal JCEBT Program Studi Teknik Sipil merupakan jurnal ilmiah yang diterbitkan berkala setiap 6 bulan, yaitu Maret dan September. Jurnal JCEBT Program Studi Teknik Sipil diterbitkan untuk pertama kalinya pada tahun 2017 dengan membawa misi sebagai salah satu pelopor dalam penerbitan media informasi perkembangan ilmu Teknik Sipil di Indonesia. Sebagai media nasional, Jurnal JCEBT diharapkan mampu mengakomodir kebutuhan akan sebuah media untuk menyebarluaskan informasi dan perkembangan terbaru bagi para peneliti dan praktisi Teknik Sipil di Indonesia.
Arjuna Subject : -
Articles 244 Documents
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Kajian Elevasi Lahan terhadap Banjir di Perumahan The Arthera Hill 2 Bekasi Herol; Ardi Pratama; Ira Heranita
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.v10i1.17721

Abstract

Banjir perkotaan merupakan permasalahan yang semakin meningkat akibat interaksi antara perubahan tata guna lahan, sistem drainase yang terbatas, dan karakteristik topografi. Salah satu faktor kunci yang memengaruhi kejadian banjir adalah elevasi lahan, terutama pada kawasan yang berada di dataran banjir (floodplain). Penelitian ini bertujuan untuk menganalisis pengaruh elevasi lahan dan karakteristik floodplain terhadap kejadian banjir di Perumahan The Arthera Hill 2, Kabupaten Bekasi. Metode yang digunakan adalah analisis deskriptif kuantitatif berbasis data Elevation Profile dari Google Earth Pro dengan pendekatan multi-transek, yang kemudian diinterpretasikan menggunakan konsep geomorfologi floodplain. Hasil penelitian menunjukkan bahwa kawasan memiliki elevasi dominan pada kisaran ±32–35 mdpl dengan kemiringan lahan rendah (<5%), serta berada pada area meander Kali Cikarang. Kondisi ini menyebabkan perbedaan tinggi antara muka air sungai dan kawasan permukiman sangat kecil sehingga aliran air tidak efektif dan cenderung menimbulkan genangan. Selain itu, pemanfaatan lahan pada zona floodplain yang seharusnya berfungsi sebagai ruang tampungan air alami telah menurunkan kapasitas hidrologi kawasan dan meningkatkan tinggi muka air banjir (surcharge). Disimpulkan bahwa kejadian banjir di lokasi penelitian dipengaruhi secara signifikan oleh kombinasi elevasi rendah, topografi datar, dan perubahan fungsi floodplain. Oleh karena itu, direkomendasikan agar perencanaan kawasan permukiman mempertimbangkan zonasi floodplain, pengendalian pemanfaatan ruang, serta penerapan sistem drainase dan retensi yang adaptif untuk mengurangi risiko banjir.
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.
Analisis Kondisi Kerusakan Jalan dan Prioritas Penanganan Menggunakan PKRMS pada Ruas Jalan Provinsi di Bali I Wayan Gede Darma Yoga; I Gusti Agung Ayu Istri Lestari; I Gede Wahyu Dana Putra
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.v10i1.17733

Abstract

Kerusakan jalan memiliki dampak langsung terhadap kenyamanan, keselamatan, dan kelancaran mobilitas, sehingga diperlukan evaluasi kondisi jalan yang dilakukan secara sistematis dan berbasis data. Penelitian ini bertujuan untuk mengkaji kondisi perkerasan jalan sekaligus menetapkan prioritas penanganan pada ruas jalan provinsi di Bali dengan memanfaatkan Provincial/Kabupaten Road Management System (PKRMS). Penelitian dilaksanakan melalui survei lapangan pada 101 ruas jalan yang tersebar di 8 kabupaten dan 1 kota, disertai pengumpulan data primer dan sekunder. Analisis kondisi jalan dilakukan menggunakan PKRMS melalui pendekatan penilaian visual serta pemodelan Treatment Priority Index (TPI). Hasil analisis menunjukkan bahwa panjang jalan dengan kondisi baik mencapai 540,83 km (67,15%), kondisi sedang 112,79 km (14,01%), rusak ringan 30,60 km (3,80%), dan rusak berat 121,13 km (15,04%). Secara keseluruhan, proporsi jalan dalam kondisi mantap sebesar 81,16%, sedangkan kondisi tidak mantap sebesar 18,84%. Berdasarkan analisis TPI, teridentifikasi 9 ruas jalan yang menjadi prioritas penanganan, dengan nilai tertinggi pada ruas Simpang Kediri – Kapten Tendean (62,4), diikuti oleh ruas Abianbase – Lebih (22,5) dan Batusesa – Besakih (20,1). Dengan demikian, dapat disimpulkan bahwa sebagian besar jalan provinsi di Bali berada dalam kondisi mantap, meskipun masih terdapat beberapa ruas dengan tingkat kerusakan yang memerlukan penanganan segera. Penerapan PKRMS secara berkelanjutan direkomendasikan sebagai dasar dalam perencanaan pemeliharaan berbasis prioritas. Temuan ini diharapkan dapat mendukung peningkatan kualitas pengambilan keputusan serta efisiensi dalam pengelolaan aset jalan secara berkelanjutan.
Structural Analysis of 2D Frame Using the Stiffness Matrix Method in Python with Validation Against SAP2000 Hasibuan, Samsul Abdul Rahman Sidik
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 9 No. 1 (2025): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v9i1.17801

Abstract

Structural analysis is a critical aspect of civil engineering design, ensuring the safety and performance of structural systems under various loading conditions. The stiffness matrix method, as a fundamental numerical approach in structural analysis, is widely implemented in commercial software such as SAP2000. However, the reliance on proprietary tools often limits transparency and understanding of the underlying computational process. This study aims to develop a Python-based implementation of the stiffness matrix method for analyzing a two-dimensional (2D) frame structure and to validate its accuracy against SAP2000 results. The methodology involves modeling the structure, formulating element and global stiffness matrices, applying boundary conditions, and solving the system of equations to obtain nodal displacements, support reactions, and internal member forces. The results show that the Python model produces highly consistent outcomes compared to SAP2000, with discrepancies in nodal displacement and support reactions generally less than 2%. The deformation pattern, reaction forces, and internal force diagrams, including bending moment, shear, and axial force, demonstrate strong agreement between both approaches. These findings confirm that the stiffness matrix method implemented in Python is capable of accurately representing structural behavior. The study highlights the potential of open-source computational tools as reliable alternatives to commercial software for structural analysis. It is recommended that future studies extend this approach to nonlinear analysis and larger structural systems. The implications of this research support the integration of transparent and reproducible computational methods in engineering education and professional practice.

Page 25 of 25 | Total Record : 244

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