A Lumped-Parameter Model for Soil-Pile-Foundation Systems Undergoing Horizontal-Rotational Motions Based on Multiobjective Optimization
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-7434-4_103
Reference7 articles.
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3. Saitoh M (2007) Simple model of frequency-dependent impedance functions in soil-structure interaction using frequency-independent elements. J Eng Mech 133(10):1101–1114
4. Carbonari S, Morici M, Dezi F, Leoni G (2018) A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations. Earthq Eng Struct Dyn 47(11):2147–2171
5. Chen SS, Shi JY, Doan MT (2023) A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations. Comput Geotech 155:105198
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