The Effects of Near-fault Ground Motions on Optimized Triple Friction Pendulum in Asymmetric Superstructures
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2280-5.pdf
Reference35 articles.
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2. Amiri GG, Namiranian P, Amiri MS (2016) Seismic response of triple friction pendulum bearing under near-fault ground motions. International Journal of Structural Stability and Dynamics 16(6), DOI: https://doi.org/10.1142/S0219455415500212
3. Amiri, GG, Shalmaee MM, Namiranian P (2016) Evaluation of a DDB design method for bridges isolated with triple pendulum bearings. Structural Engineering and Mechanics: An International Journal 59(5):803–820
4. Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of the Seismological Society of America 97(5):1486–1501, DOI: https://doi.org/10.1785/0120060255
5. Basu D, Whittaker AS, Constantinou MC (2012) Characterizing the rotational components of earthquake ground motion. (716):378, DOI: https://doi.org/10.13140/RG.2.1.2405.5920
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1. Torsional Response of a Building Isolated with Triple Friction Pendulum Bearings under Stochastic Ground Motion Excitation;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-04-05
2. Effects of rotational component of ground motions on seismic responses of asymmetric base-isolated structures;Structures;2024-01
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