Simplified Model for Seismic Pile Bending at Soil Layer Interfaces-Reference-Cited by-同舟云学术

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Simplified Model for Seismic Pile Bending at Soil Layer Interfaces

Published:2001-08 Issue:4 Volume:41 Page:47-58
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Mylonakis George

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference35 articles.

1. Pile Response to Seismic Waves;Barghouthi,1984

2. Aseismic design of prestressed concrete piling;Bertero,1974

3. Dynamic stiffness of piles;Blaney,1976

4. Simple method for dynamic stiffness and damping of floating pile groups;Dobry;Géotechnique,1988

5. Discussion on seismic response of end-bearing piles;Dobry,1983

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1. Kinematic interaction analysis of individual soil-pile model within multi-block system;Soil Dynamics and Earthquake Engineering;2024-04

2. Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves;Computers and Geotechnics;2024-02

3. Seismic performance of laterally loaded piles: A review;AIP Conference Proceedings;2024

4. Kinematic Internal Forces of Free-Head Single Piles Subjected to Seismic Loading: Shaking Table Testing and Numerical Simulation;International Journal of Civil Engineering;2023-12-07

5. An analytical solution for the filtering effect of piles in two-layer soil;Soil Dynamics and Earthquake Engineering;2023-12

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