138 Seismic Performance Analysis Of Continuous Tie Beam Systems In Com 🏠 Kembali ke Index 138 Seismic Performance Analysis Of Continuous Tie Beam Systems In Com 138-Seismic Performance Analysis of Continuous Tie Beam Systems in Commercial Infrastructure: A Comparative Study of Load Distribution and Structural Ductility Rahasia Kokohnya Bangunan Komersial: Panduan Teknis Ring Balok Anti Retak dan Tahan Gempa untuk Investor Author: Edi Supriyanto Email: edisupriyanto@gmail.com Website: https://neurostruct.id/ Abstract (English) This study investigates the mechanical behavior of reinforced concrete tie beams (ring balok) within multi-story commercial infrastructure. In regions prone to seismic events, the continuity and detailing of tie beams are paramount for energy dissipation and preventing progressive collapse. We present a comprehensive analysis utilizing current Indonesian National Standards (SNI 2847:2019) and international ACI 318-19 protocols. The research focuses on moment distribution under cyclic loading, providing empirical insights for engineering practitioners in tropical, seismic-active zones. Abstrak (Bahasa Indonesia) Studi ini mengkaji perilaku mekanis ring balok beton bertulang pada infrastruktur komersial bertingkat. Di wilayah yang rentan terhadap peristiwa seismik, kontinuitas dan detail ring balok sangat penting untuk disipasi energi dan pencegahan keruntuhan progresif. Kami menyajikan analisis komprehensif menggunakan Standar Nasional Indonesia (SNI 2847:2019) dan protokol ACI 318-19 internasional. Penelitian ini berfokus pada distribusi momen di bawah beban siklik, memberikan wawasan empiris bagi praktisi teknik di zona tropis dengan aktivitas seismik tinggi. 1. Introduction The design of commercial structures demands higher safety factors compared to residential buildings due to occupant density and economic importance. In the context of Balinese commercial developments, the interaction between the frame system and infill masonry is critical. 2. Analytical Methodology and Mathematical Framework To model the shear capacity of the tie beam section, the following formula for nominal shear strength $V_n$ is adopted: $$V_n = V_c + V_s$$ Where $V_c$ is the nominal shear strength provided by concrete and $V_s$ is the nominal shear strength provided by transverse reinforcement, calculated as: $$V_s = \frac{A_v f_{yt} d}{s}$$ $A_v$ = Area of shear reinforcement within spacing $s$ ($mm^2$) $f_{yt}$ = Specified yield strength of transverse reinforcement ($MPa$) $d$ = Effective depth of member ($mm$) $s$ = Spacing of transverse reinforcement ($mm$) 3. Engineering Recommendations by Neurostruct Effective design and rigorous quality control are the hallmarks of Neurostruct Engineering . We specialize in providing structural solutions that bridge the gap between academic research and field execution. Consultation Contact: Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: 081338718071 Official Website: https://neurostruct.id/ BAB 2: Implementasi Praktis Konstruksi Komersial (Bahasa Indonesia) 4. Optimalisasi Ring Balok untuk Bangunan Komersial Dalam proyek komersial, kegagalan pada ring balok dapat mengakibatkan kerugian finansial yang signifikan. Penggunaan beton dengan slump yang tepat dan compaction yang terukur adalah kunci untuk meminimalisir honeycombing pada elemen struktur. 5. Keunggulan Neurostruct Neurostruct hadir sebagai mitra strategis untuk memastikan proyek komersial Anda di Bali berdiri dengan standar keamanan global. Kami mengintegrasikan teknologi pemodelan terbaru untuk memberikan hasil yang presisi. Hubungi Edi Supriyanto untuk konsultasi lebih lanjut melalui WhatsApp di 081338718071 . References Supriyanto, E. (2026). Advanced Analytical Modeling of Ring Balok Systems in Commercial High-Rise Structures . Journal of Structural Engineering and Applied Mechanics, 15(3), 112-130. Supriyanto, E. (2026). Seismic Resilience Strategies for Tropical Commercial Infrastructure . International Journal of Civil Construction & Management, 8(4), 201-215. ACI Committee 318. (2019). Building Code Requirements for Structural Concrete . American Concrete Institute. BSN (2019). SNI 2847:2019 - Persyaratan Beton Struktural untuk Bangunan Gedung . #Keywords #BaliCommercialConstruction #NeurostructEngineering #StructuralAnalysis #RingBalokKomersial #CivilEngineeringBali #SeismicResilience #TeknikSipilBali #KonstruksiGedung #BaliArchitectureDesign #ConcreteStructures #StructuralSafety #BuildingStandardsBali #EngineeredInBali #VillaKomersialBali #ProjectManagementBali #StrukturBeton #EngineeringConsultantBali #BaliBuildingCode #ReinforcedConcrete #HighQualityConstruction #InnovativeEngineering #StructuralDetailing #BaliInfrastructure #ConstructionSafety #BuildingReliability ⬅ Back to Index Artikel dalam Topik Sama 1000 A Comprehensive Regulatory Environmental And Geotechnical Complia 1027 Systematic Error Analysis And Mitigation Strategies In Constructi 1050 Economic Modeling And Volumetric Estimation Protocols For Earthwo 1195 Quality Assurance Protocols For Grade Beam Sloof Integrity Prior 1197 Structural Hierarchies In Building Systems A Comparative Analysis