Simplified assessment of pile-head kinematic demand in layered soil-Reference-Cited by-同舟云学术

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Simplified assessment of pile-head kinematic demand in layered soil

Published:2020-03 Issue: Volume:130 Page:105975
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Stacul Stefano,Squeglia Nunziante

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference47 articles.

1. Dynamic stiffness of piles;Blaney,1976

2. Discussion of “seismic response of end-bearing piles” by Raul Flores-Berrones and Robert V. Whitman (April, 1982);Dobry;J Geotech Eng,1983

3. Seismic response of end-bearing piles;Flores-Berrones;J Geotech Geoenviron Eng,1982

4. Dynamic stiffness and seismic response of pile groups;Kaynia,1982

5. Response analysis of pile-supported structure: assessment of commonly-used approximations;Nogami,1991

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1. Analytical solution for the kinematic response of end-bearing piles subjected to SH waves in a homogeneous layer by an improved beam-foundation model;Soil Dynamics and Earthquake Engineering;2024-11

2. Seismic response of pile-supported structures considering the coupling of inertial and kinematic interactions in different soil sites;Frontiers of Structural and Civil Engineering;2024-08-19

3. Analytical Solution for the Kinematic Response of End-Bearing Piles Subjected to Sh Waves in a Homogeneous Layer by an Improved Beam-Foundation Model;2024

4. Nonlinear dynamic analysis of soil-pile interactions of nuclear power plants with nonlithological foundation;Engineering Computations;2023-08-09

5. Kinematic response of end-bearing piles in saturated soil to seismic SH-waves;Computers and Geotechnics;2023-06

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