Seismic Performance of Reinforced Concrete Buildings with Optimized Energy Dissipation Systems in High-Risk Earthquake Regions

Authors

  • Aulia Rahma Putri Universitas Indonesia Author
  • Fajar Ramadhan Saputra Universitas Indonesia Author
  • Dimas Arya Mahendra Universitas Indonesia Author
  • Nabila Zahra Kusuma Universitas Indonesia Author

Keywords:

reinforced concrete buildings, seismic performance, fluid viscous dampers, energy dissipation, seismic optimization

Abstract

Purpose – This study evaluates the seismic performance of reinforced concrete buildings equipped with optimized energy dissipation systems in high-risk earthquake regions and determines whether strategic fluid viscous damper placement provides an efficient balance between deformation control, force reduction, energy dissipation, device quantity, and implementation cost.

Methodology – A quantitative numerical benchmark analysis was conducted using processed nonlinear time-history analysis data from a 25-story reinforced concrete building. Four configurations were evaluated: a bare frame, Strategic Location Format (SLF), Arbitrary Location Format (ALF), and Uniformly Distributed Format (UDF).

Findings – The SLF reduced roof displacement by 45.1%, inter-story drift by 55.6%, and base shear by 54.5%, while dissipating approximately 66% of seismic input energy using 36 dampers. The UDF achieved the largest deformation reductions but required 192 dampers and substantially higher relative cost.

Implications – Strategic placement can improve seismic resilience while limiting device quantity and implementation cost, supporting multi-criteria optimization in performance-based seismic design and retrofit.

Originality – The study integrates deformation, force, energy, device quantity, and economic efficiency within one assessment of optimized dampingconfigurations.

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Published

2026-05-31