Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach-Reference-Cited by-同舟云学术

Kinematic Soil–Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach

Author:

Stacul Stefano¹^ORCID,Rovithis Emmanouil²^ORCID,Di Laora Raffaele³^ORCID

Affiliation:

1. Research Associate, Dept. of Civil and Industrial Engineering, Univ. of Pisa, Pisa 56122, Italy. ORCID:

2. Researcher, Institute of Engineering Seismology and Earthquake Engineering, Thessaloniki 55535, Greece. ORCID:

3. Associate Professor, Dept. of Engineering, Univ. of Campania “Luigi Vanvitelli”, Aversa, CE 81031, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference56 articles.

5. A method for assessing kinematic bending moments at the pile head;de Sanctis L.;Earthquake Eng. Struct. Dyn.,2010

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