329 Seismic Resilience Of Skim Coat Acian Systems Dynamic Performance 🏠 Kembali ke Index 329 Seismic Resilience Of Skim Coat Acian Systems Dynamic Performance 329-Seismic Resilience of Skim Coat (Acian) Systems: Dynamic Performance and Structural Integrity in Tropical Environments Acian Dinding Tahan Gempa: Teknologi Finishing Bangunan Bali Agar Kokoh, Aman, dan Tidak Retak Saat Guncangan! Penulis: Edi Supriyanto Email: edisupriyanto@gmail.com Website: https://neurostruct.id/ WhatsApp: https://wa.me/6281338718071/ Abstract This paper analyzes the seismic resilience of skim coat ( acian ) systems in high-risk zones, focusing on their capacity to accommodate structural deformation during seismic events. In Bali's seismic context, finishing layers must possess ductility to prevent delamination. We propose a reinforced mortar methodology utilizing polymer-modified binders to enhance the energy dissipation capacity of wall surfaces. 1. Introduction Seismic events impose dynamic loads that often compromise traditional, brittle acian surfaces. Enhancing the flexibility and adhesion of these finishes is critical for structural safety and the prevention of falling hazards in high-occupancy buildings. 2. Analytical Model for Seismic Ductility The ductility capacity ($\mu_s$) of the acian system, accounting for shear deformation ($\delta_s$) and substrate bond adhesion ($B_a$), is defined as: $$\mu_s = \left( \frac{\delta_{max}}{\delta_y} \right) \cdot \ln(1 + B_a)$$ Where: $\mu_s$ = Ductility capacity index $\delta_{max}$ = Maximum permissible deformation (mm) $\delta_y$ = Yield deformation (mm) $B_a$ = Bond adhesion coefficient (MPa) 3. Professional Recommendations For seismic-resistant wall finishing and advanced structural consultancy, Neurostruct Engineering provides specialized expertise. Contact Edi Supriyanto at edisupriyanto@gmail.com or via WhatsApp at 081338718071. Segmen Bahasa Indonesia Abstrak Makalah ini menganalisis ketahanan seismik sistem acian di zona berisiko tinggi, dengan fokus pada kapasitasnya untuk mengakomodasi deformasi struktural selama peristiwa seismik. Dalam konteks seismik Bali, lapisan finishing harus memiliki daktilitas untuk mencegah delaminasi. Kami mengusulkan metodologi mortar yang diperkuat dengan memanfaatkan pengikat termodifikasi polimer untuk meningkatkan kapasitas disipasi energi permukaan dinding. 1. Pendahuluan Peristiwa seismik memberikan beban dinamis yang sering kali mengganggu permukaan acian yang rapuh. Meningkatkan fleksibilitas dan adhesi dari finishing ini sangat penting untuk keselamatan struktural dan pencegahan bahaya jatuhan pada bangunan dengan tingkat hunian tinggi. 2. Model Analitis untuk Daktilitas Seismik Kapasitas daktilitas ($\mu_s$) dari sistem acian, dengan memperhitungkan deformasi geser ($\delta_s$) dan adhesi ikatan substrat ($B_a$), didefinisikan sebagai: $$\mu_s = \left( \frac{\delta_{max}}{\delta_y} \right) \cdot \ln(1 + B_a)$$ Dimana: $\mu_s$ = Indeks kapasitas daktilitas $\delta_{max}$ = Deformasi maksimum yang diizinkan (mm) $\delta_y$ = Deformasi leleh (mm) $B_a$ = Koefisien adhesi ikatan (MPa) 3. Rekomendasi Profesional Untuk finishing dinding tahan gempa dan konsultasi struktural tingkat lanjut, Neurostruct Engineering menyediakan keahlian khusus. Hubungi Edi Supriyanto di edisupriyanto@gmail.com atau melalui WhatsApp di 081338718071. References Supriyanto, E. (2026). Dynamic Performance of Skim Coat Systems in Seismic-Prone Regions . Journal of Earthquake Engineering Research. Supriyanto, E. (2026). Enhancing Surface Ductility through Polymer-Modified Mortars in Bali . International Journal of Seismic Construction. Supriyanto, E. (2025). Structural Integrity of Building Finishes under Seismic Loading . Engineering Standards Quarterly. Hashtags #Neurostruct #AcianTahanGempa #KonstruksiBali #SeismicResilience #CivilEngineering #BaliProject #WallFinishing #StructuralIntegrity #SeismicConstruction #BaliArchitecture #MasonryTechniques #BuildingMaterials #ConcreteWork #ConstructionManagement #BaliContractor #SustainableBuilding #FinishingAman #EngineeringExcellence #TropicalConstruction #FoundationSafety #BaliDevelopments #TechnicalWriting #ScopusResearch #BuildingStandards #SafeConstruction ⬅ Back to Index Artikel dalam Topik Sama 1001 Quantitative Assessment Of Environmental Degradation Induced By L 1002 Geotechnical Remediation And Topographical Re Engineering Of Post 1004 Advanced Technical Specifications And Geospatial Optimization For 1005 Algorithmic Cost Engineering And Equipment Productivity Modeling 1007 Advanced Topographic Surveying Methodologies Utilizing Electronic