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Full article: Application of the Εxtended KDamper to the Seismic Protection of Bridges: Design Optimization, Nonlinear Response, SSI and Pounding Effects
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Seismic response of piles in layered soils: Performance of pseudostatic Winkler models against centrifuge data - ScienceDirect
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Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces
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Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces
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Flexible support of a pile embedded in unsaturated soil under Rayleigh waves - Yang - 2023 - Earthquake Engineering & Structural Dynamics - Wiley Online Library
![Full article: Application of the Εxtended KDamper to the Seismic Protection of Bridges: Design Optimization, Nonlinear Response, SSI and Pounding Effects Full article: Application of the Εxtended KDamper to the Seismic Protection of Bridges: Design Optimization, Nonlinear Response, SSI and Pounding Effects](https://www.tandfonline.com/cms/asset/7f6698bb-ad38-4cb7-9ee0-d726470d8887/ueqe_a_2250463_f0015_oc.jpg)
Full article: Application of the Εxtended KDamper to the Seismic Protection of Bridges: Design Optimization, Nonlinear Response, SSI and Pounding Effects
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Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces
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Efficacy of Design Methods for Predicting the Capacity of Large-Diameter Open-Ended Piles | Journal of Geotechnical and Geoenvironmental Engineering | Vol 148, No 10
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Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces
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Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces
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