Unified analysis of kinematic and inertial earthquake pile responses via the single-input response spectrum method
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference31 articles.
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3. Pile response induced by inertial and kinematic interaction in liquefied soil deposit;Miyamoto;J Struct Construct Eng, AIJ,1996
4. Soil–pile–bridge seismic interaction: kinematic and inertial effects. Part I; soft soil;Mylonakis;Earthq Eng Struct Dyn,1997
5. Seismic soil–pile–structure interaction experiments and analyses;Boulanger;J Geotech Geoenviron Eng ASCE,1999
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