SIMAMORA, ILHAM MARYAD (2026) INTEGRASI REVIT DAN ROBOT STRUCTURAL ANALYSIS (RSA) DALAM ANALISIS STRUKTUR BANGUNAN GEDUNG (Studi Kasus Gedung XYZ di Ibu Kota Nusantara). S1 thesis, Universitas Mercu Buana Jakarta.
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Abstract
The development of Building Information Modeling (BIM) encourages tighter integration between structural modeling and analysis to improve consistency across analytical models, results, and design documents. This study evaluates an integrated Autodesk Revit–Autodesk Robot Structural Analysis (RSA) workflow for an eightstorey reinforced concrete office building (Kemenko 4) in Indonesia’s new capital (Ibu Kota Nusantara) and compares the outcomes with the existing Detailed Engineering Design (DED). The structural model was developed in Autodesk Revit based on the existing DED and exported to RSA for analysis and design in accordance with SNI 1726:2019, SNI 1727:2020, and SNI 2847:2019. A descriptive-comparative engineering approach was applied to assess post-transfer element consistency, inter-storey drift, base shear, and the required longitudinal column reinforcement area (As). The transfer audit indicates a very high level of element consistency: 189 columns (0% discrepancy), 743 beams with 17 mismatched elements (2%), and 6 slabs (0% discrepancy). The main discrepancy occurred in curved perimeter beams experiencing geometric changes during transfer, and discretization correction improved the analytical model quality. The maximum drift ratios were 0.002500 in the X direction (L3–L4 segment) and 0.003571 in the Y direction (L2–L3 segment), both satisfying the SNI 1726:2019 drift limit of 0.010·h. The RSA base shear was 2065.65 kN in both directions, lower than the existing design values (2259.8506 kN in X and 2322.9529 kN in Y) by 8.59% and 11.08%. For the selected columns, RSA required As values of 5027 mm² (Ø800) and 6400 mm² (800×800), which were 33.88% and 29.84% lower than the existing reinforcement, indicating a more conservative existing design. Overall, the Revit–RSA workflow is feasible, provided that rigorous transfer QA/QC (especially for curved members), locked seismic inputs, and final code-based verification and detailing per SNI 2847 are performed before construction documentation. Keywords: Building Information Modeling, Autodesk Revit, Robot Structural Analysis, base shear, inter-storey drift, column reinforcement. Perkembangan Building Information Modeling (BIM) mendorong integrasi pemodelan dan analisis struktur agar konsistensi data antara model, hasil analisis, dan dokumen perencanaan semakin terjaga. Penelitian ini mengevaluasi implementasi workflow terintegrasi Autodesk Revit–Autodesk Robot Structural Analysis (RSA) pada struktur beton bertulang gedung kantor Kemenko 4 berlantai delapan di Ibu Kota Nusantara, serta membandingkan hasilnya dengan desain eksisting (DED). Model struktur disusun di Autodesk Revit berdasarkan DED eksisting, kemudian diekspor ke RSA untuk dilakukan analisis dan desain dengan acuan SNI 1726:2019, SNI 1727:2020, dan SNI 2847:2019. Metode penelitian menggunakan pendekatan rekayasa dengan analisis deskriptif-komparatif terhadap kesesuaian elemen setelah transfer, inter-storey drift, base shear, dan kebutuhan luas tulangan memanjang kolom (As). Hasil audit transfer menunjukkan tingkat kesesuaian elemen yang sangat baik, yaitu kolom 189 elemen (0% berbeda), balok 743 elemen dengan 17 elemen berbeda (2%), serta pelat 6 elemen (0% berbeda). Ketidaksesuaian dominan terjadi pada balok perimeter berbentuk kurva yang mengalami perubahan geometri saat transfer, dan koreksi melalui discretization meningkatkan kualitas model analisis. Evaluasi kinerja menunjukkan drift maksimum arah X sebesar 0.002500 pada segmen L3–L4 dan arah Y sebesar 0.003571 pada segmen L2–L3; nilai ini memenuhi batas drift izin 0.010·h sesuai SNI 1726:2019. Base shear hasil RSA sebesar 2065.65 kN pada arah X dan Y, lebih kecil dibanding eksisting (2259.8506 kN untuk X dan 2322.9529 kN untuk Y) dengan selisih 8.59% dan 11.08%. Pada kolom tinjauan, kebutuhan As dari RSA sebesar 5027 mm² (Ø800) dan 6400 mm² (800×800), lebih kecil dibanding desain eksisting dengan selisih 33.88% dan 29.84%, sehingga desain eksisting cenderung lebih konservatif. Secara keseluruhan, workflow Revit–RSA layak diterapkan dengan catatan perlunya QA/QC transfer (khusus elemen kurva), penguncian input seismik, serta verifikasi desain dan detailing sesuai SNI 2847 agar hasil “As required” siap digunakan pada tahap gambar kerja. Kata kunci: BIM, Autodesk Revit, Robot Structural Analysis, drift, base shear, tulangan kolom.
| Item Type: | Thesis (S1) |
|---|---|
| NIM/NIDN Creators: | 41123120074 |
| Uncontrolled Keywords: | BIM, Autodesk Revit, Robot Structural Analysis, drift, base shear, tulangan kolom. |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 627 Hydraulic Engineering/Rekayasa Hidrolik 700 Arts/Seni, Seni Rupa, Kesenian > 720 Architecture/Arsitektur > 729 Design and decoration of Structures/Desain dan Pola Bangunan |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | khalimah |
| Date Deposited: | 27 Feb 2026 05:22 |
| Last Modified: | 27 Feb 2026 05:22 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/101226 |
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