Efficient numerical implementation for nonlinear analysis of pile-supported structures during soil liquefaction through adaptive pile element formulations-Reference-Cited by-同舟云学术

Efficient numerical implementation for nonlinear analysis of pile-supported structures during soil liquefaction through adaptive pile element formulations

Published:2023-11 Issue: Volume:174 Page:108207
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ouyang Weihang,Liang An-Rui^ORCID,Liu Si-Wei

Funder

Research Grants Council, University Grants Committee

Publisher

Elsevier BV

Subject

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

Reference36 articles.

1. Experimental investigation of transient bending moment of piles during seismic liquefaction;Rouholamin;Soil Dynam Earthq Eng,2022

2. Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading;Abbasi;Soil Dynam Earthq Eng,2023

3. Centrifuge model tests of liquefaction-induced downdrag on piles in uniform liquefiable deposits;Sinha;J Geotech Geoenviron Eng,2022

4. Collapse of Showa Bridge during 1964 Niigata earthquake: a quantitative reappraisal on the failure mechanisms;Bhattacharya;Soil Dynam Earthq Eng,2014

5. Causes of Showa Bridge collapse in the 1964 Niigata earthquake based on eyewitness testimony;Yoshida;Soils Found,2007

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction;Engineering Structures;2024-07

2. Assessment of liquefaction effects on dynamic soil-structure interaction for the 1908 Messina and Reggio Calabria scenario earthquake;Soil Dynamics and Earthquake Engineering;2024-03