Analytical Solution for the Kinematic Response of End-Bearing Piles Subjected to Sh Waves in a Homogeneous Layer by an Improved Beam-Foundation Model-Reference-Cited by-同舟云学术

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Analytical Solution for the Kinematic Response of End-Bearing Piles Subjected to Sh Waves in a Homogeneous Layer by an Improved Beam-Foundation Model

Published:2024 Issue: Volume: Page:
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Author:

Soffietti Franco Primo,Turello Diego Fernando,Pinto Federico

Publisher

Elsevier BV

Reference53 articles.

1. Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes;G Anoyatis;Soil Dynamics and Earthquake Engineering,2013

2. Soil reaction to lateral harmonic pile motion;G Anoyatis;Soil Dynamics and Earthquake Engineering,2016

3. Respuesta s�smica de estructuras longitudinales enterradas;R J Contreras;Facultad de Ciencias Exactas,2015

4. Rigorous solution for kinematic response of floating piles to vertically propagating S-waves;D Dai;Computers and Geotechnics,2021

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