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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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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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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 Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces](https://pub.mdpi-res.com/applsci/applsci-13-03629/article_deploy/html/images/applsci-13-03629-g001.png?1678619404)
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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KIN SP: A boundary element method based code for single pile kinematic bending in layered soil - ScienceDirect
![Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces Applied Sciences | Free Full-Text | Seismic Performance Assessment of Pile-Supported Wharfs: 2D Frame Analysis Method Considering Both Inertial and Kinematic Forces](https://pub.mdpi-res.com/applsci/applsci-13-03629/article_deploy/html/images/applsci-13-03629-g006.png?1678619408)