Seismic Retrofit of Slender Observation Platforms: An Optimized Tuned Mass Damper Approach


Farzam M. F., Kıral A., Tonyalı Z.

The 16th International Congress on Advances in Civil Engineering (ACE2026), Trabzon, Türkiye, 12 - 14 Ekim 2026, ss.1-10, (Tam Metin Bildiri)

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Basıldığı Şehir: Trabzon
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.1-10
  • Recep Tayyip Erdoğan Üniversitesi Adresli: Evet

Özet

In recent years, glass-bottomed observation platforms built along cliff edges have become prominent architectural landmarks for tourism. Despite their aesthetic appeal, ensuring the seismic safety of these structures poses a major engineering challenge. Their massive viewing decks, coupled with highly flexible steel supports and low natural damping, amplify their sensitivity to seismic ground motions. In this study, the optimization and seismic performance evaluation of a steel observation platform using a Tuned Mass Damper (TMD) as a passive control strategy are investigated. To design an efficient control system, the optimal parameters of the damper (including damping ratio, and tuning frequency) were determined considering the objective function of minimizing the peak displacement response of the structure. Following the development of the 3D structural model, its seismic response was evaluated under 4 benchmark earthquake records using time-history analyses. The performance evaluation indices in this research include the reduction of Peak and Root Mean Square (RMS) values for both displacement and acceleration responses. The analysis results indicate that the optimized tuned mass damper exhibited excellent performance in mitigating seismic responses under all investigated records. Implementing this control system not only leads to a significant reduction in displacement and acceleration demands in the main structure but also improves the deformation distribution in the deck. These findings demonstrate that utilizing optimized TMD systems serves as an efficient and practical methodology for enhancing the seismic performance of slender steel observation platforms.