Article Per Year (5 Year)
p-Index From 2021 - 2026
0.408
P-Index
This Author published in this journals
All Journal JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Jurnal Basement : Jurnal Teknik Sipil
Dedy Rutama
Jakarta Global University
Civil Engineering, Building, Construction & Architecture

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
Integrated BIM-Based Structural Analysis of a Government Residential Building in Jakarta Daffa Mahardika; Dedy Rutama; Arief Subagyo
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 10 No. 2 (2026): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v10i2.18648

Abstract

Building Information Modeling (BIM) has increasingly been adopted in government building projects to improve coordination, design accuracy, and structural analysis. However, the integrated application of BIM for both superstructure and substructure evaluation of high-rise government residential buildings remains insufficiently documented. This study evaluates Building A of the Ministry of Finance's State Flats in Jakarta using an integrated BIM-based structural analysis workflow. A case-study approach was employed using Autodesk Revit 2025 for three-dimensional structural modeling, Autodesk Robot Structural Analysis Professional 2025 for static and dynamic structural analysis, and MIDAS GTS NX for foundation and settlement analysis. Structural loading and seismic performance were evaluated according to applicable Indonesian standards. The results showed that the structural model achieved mass participation exceeding 90% in the principal directions, with 97.7% in the X-direction and 99.22% in the Y-direction. The maximum inter-story drift was 35.82 mm, which was below the allowable limit of 108 mm. The special moment-resisting frame also satisfied the minimum contribution requirement within the dual structural system. The 500 mm diameter driven-pile foundation provided adequate axial and lateral capacity, while the maximum long-term settlement was 3 cm, below the allowable limit of 3.5 cm. The integrated BIM workflow successfully supported structural and geotechnical evaluation and provides a replicable approach for BIM-based analysis of high-rise government buildings.
Evaluasi Kinerja Kapasitas Struktur Eksisting Terhadap Simulasi Penambahan Tingkat Berdasarkan SNI 1726:2019 (Studi Kasus: Gedung Rumah Susun Negara Kementerian Keuangan, Jakarta Barat) Rizci Purna Dewanti; Dedy Rutama; Agastyasa Ghea Amarta
Jurnal Basement : Jurnal Teknik Sipil Vol. 4 No. 2 (2026): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v4i2.27216

Abstract

The increasing demand for vertical housing in urban areas has encouraged the optimization of existing buildings to expand residential capacity without additional land development. The State Apartment Building of the Ministry of Finance in West Jakarta was originally designed as a two-tower complex; however, only one 12-story tower was constructed, prompting an evaluation of its feasibility for expansion to 25 stories. This study evaluates the structural capacity of the existing building as a basis for determining the need for redesign or structural strengthening. Structural analysis was performed using ETABS v22.7 and the response spectrum method in accordance with SNI 1726:2019 and SNI 2847:2019. The existing 12-story structure was evaluated through 15, 18, 21, and 24-story simulations while maintaining the original member dimensions. The evaluation covered modal mass participation, natural period, base shear scaling, dual system performance, inter-story drift, torsional irregularity, and member capacity ratios. The results show that the existing structure satisfies all performance requirements under the 12-story condition. However, overstressed members appear in the 15-story model and increase significantly in the 18, 21, and 24-story models due to higher internal forces and seismic response.
Co-Authors Agastyasa Ghea Amarta Arief Subagyo Daffa Mahardika Rizci Purna Dewanti