Pseudostatic analysis for seismic responses of extended piles considering inertial and kinematic effects-Reference-Cited by-同舟云学术

Pseudostatic analysis for seismic responses of extended piles considering inertial and kinematic effects

Published:2022-02 Issue: Volume:252 Page:113572
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chiou Jiunn-Shyang,Fu Yu-Wei,Lee Yi-Wun

Funder

Ministry of Science and Technology, Taiwan

National Taiwan University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

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2. Kinematic and inertial forces in pile foundations under seismic loading;Hussien;Comput Geotech,2015

3. Evaluation of p-y springs for nonlinear static and seismic soil-pile interaction analysis under lateral loading;Rahmani;Soil Dyn Earthquake Eng,2018

4. 3d nonlinear finite element analysis of piled-raft foundation for tall wind turbines and its comparison with analytical model;Shrestha;J GeoEngineering,2019

5. Nonlinear seismic soil-pile structure interaction;Wang;Earthquake Spectra,1998

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1. 3D Numerical Modeling of the Inertial and Kinematic Interactions of Inclined Pile Groups in Liquefiable Soils;International Journal of Geomechanics;2024-08

2. Improved pseudostatic analysis of pile response to seismic ground movement: Multiple characteristic ground displacement profiles;Soil Dynamics and Earthquake Engineering;2024-06

3. Applicability of hydrodynamic added mass on seismic analysis of extended piles in water;Japanese Geotechnical Society Special Publication;2024