OPTIMUM PASSIVE TUNED MASS DAMPER SYSTEMS FOR MAIN STRUCTURES UNDER HARMONIC EXCITATION
Öz
Anahtar Kelimeler
Kaynakça
- Asami, T., 2017. Optimal Design of Double-Mass Dynamic Vibration Absorbers Arranged in Series or in Parallel. J Vib Acoust, 139(1), 011015.
- Asami, T., Mizukawa, Y., Ise, T., 2018. Optimal Design of Double-Mass Dynamic Vibration Absorbers Minimizing the Mobility Transfer Function. J Vib Acoust, 140(6), 061012.
- Aydin, E., Ozturk, B., Bogdanovic, A., Farsangi, E.N., 2020. Influence of Soil-Structure Interaction (SSI) on Optimal Design of Passive Damping Devices. (2020). Structures, 28, 847-862.
- Bekdaş, G., Nigdeli, S.M., Yang, X.S., 2018. A Novel Bat Algorithm Based Optimum Tuning of Mass Dampers for Improving the Seismic Safety of Structures. Engineering Structures, 159, 89–98.
- Bakre, S.V., Jangid, R.S., 2004. Optimum Multiple Tuned Mass Dampers for Base-Excited Damped Main System. Int J Struct Stab Dyn, 4(4), 527–542.
- Cetin, H., Aydin, E., Ozturk, B., 2017. Optimal Damper Allocation in Shear Buildings with Tuned Mass Dampers and Viscous Dampers. International Journal of Earthquake and Impact Engineering, 2(2), 89-120.
- Cetin, H., Aydin, E., Ozturk, B., 2019. Optimal Design and Distribution of Viscous Dampers for Shear Building Structures under Seismic Excitations. Frontiers in Built Environment, 5, 90.
- Den Hartog, J.P., 1956. Mechanical Vibrations. Dover, New York.
Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Mühendisliği
Bölüm
Araştırma Makalesi
Yazarlar
Onur Araz
*
0000-0002-6218-0559
Türkiye
Yayımlanma Tarihi
20 Aralık 2021
Gönderilme Tarihi
1 Mart 2021
Kabul Tarihi
8 Eylül 2021
Yayımlandığı Sayı
Yıl 2021 Cilt: 9 Sayı: 4
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