Dynamic non-linear soil-structure interaction analyses of a large diameter pile-supported wharf founded on liquefiable soils.-Reference-Cited by-同舟云学术

Dynamic non-linear soil-structure interaction analyses of a large diameter pile-supported wharf founded on liquefiable soils.

Published:2024 Issue:15 Volume:10 Page:495-500
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Rodriguez Plata Ricardo¹,G. Lai Carlo²,Cubrinovski Misko³

Affiliation:

1. University School for Advanced Studies of Pavia

2. University of Pavia, Pavia, Italy

3. University of Canterbury

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/15/10_v10.OS-4-09/_pdf

Reference16 articles.

1. 1) Andreotti G and Lai CG (2017a) A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part I: theoretical formulation. Bulletin of Earthquake Engineering 15(7): 2785–2801.

2. 2) Andreotti G and Lai CG (2017b) A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil– structure interaction problem. Bulletin of Earthquake Engineering 15: 2803–2825.

3. 3) Barani S, Spallarossa D and Bazzurro P (2009) Disaggregation of Probabilistic Ground-Motion Hazard in Italy. Bulletin of the Seismological Society of America 99(5): 2638–2661.

4. 4) Boulanger RW and Idriss IM (2014) CPT and SPT Based Liquefaction Triggering Procedures. Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis.

5. 5) Boulanger RW and Ziotopoulou K (2013) Formulation of a sand plasticity plane-strain model for earthquake engineering applications. Soil Dynamics and Earthquake Engineering 53: 254–267.