Pengaruh Tuned Mass Damper (TMD) Terhadap Respons Getaran pada Struktur Bangunan
DOI:
https://doi.org/10.18196/st.v24i2.12727Keywords:
Amplitudo, Rasio Massa, Rasio Kekakuan, Struktur, Tuned Mass Damper (TMD)Abstract
Penelitian ini didasari oleh banyaknya kehancuran struktur bangunan yang terjadi akibat gempa bumi, sehingga dibutuhkan suatu sistem peredam yang efektif sebagai solusi untuk struktur bangunan. Penelitian ini menganalisis pengaruh penambahan Tuned Mass Damper (TMD) pada struktur bangunan berlantai satu. Penelitian ini dilakukan pengujian secara eksperimental dengan cara membandingkan respons getaran struktur tanpa TMD dan dengan penambahan TMD. Nilai rasio massa dan kekakuan yang gunakan masing-masing adalah dari 2% sampai 20% dari nilai parameter struktur utama dengan variasi kenaikan 2% untuk setiap langkah. Rasio massa didefinisikan sebagai perbandingan massa struktur dengan massa damper, sedangkan rasio kekakuan adalah perbandingan antara kekakuan struktur dan kekakuan damper. Frekuensi gaya gangguan adalah sebesar 10,5 rad/s, 11 rad/s, dan 11,5 rad/s. Hasil penelitian ini menunjukkan bahwa penambahan TMD pada struktur dengan rasio TMD yang tepat cukup efektif dalam mengurangi respons amplitudo pada struktur. Nilai rasio TMD dengan md 12% dan kd 10% untuk frekuensi gaya gangguan 11,5 rad/s memperlihatkan hasil reduksi amplitudo struktur sebesar 75,19% dibandingkan dengan amplitudo struktur tanpa TMD.
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