Seismic soil-pile-structure interaction based on large shaking table tests

Author(s):  
H Suzuki ◽  
K Tokimatsu



2011 ◽  
Vol 261-263 ◽  
pp. 1619-1624
Author(s):  
Pei Zhen Li ◽  
Jing Meng ◽  
Peng Zhao ◽  
Xi Lin Lu

Shaking table test on soil-structure interaction system in harder site condition is presented briefly in this paper. Three-dimensional finite element analysis on shaking table test is carried out using ANSYS program. The surface-to-surface contact element is taken into consideration for the nonlinearity of the state of the interface of the soil-pile and an equivalent linear model is used for soil behavior. By comparing the results of the finite element analysis with the data from shaking table tests, the computational model is validated. Based on the calculation results, the paper gives the seismic responses under the consideration of soil-structure interaction in harder site condition, including acceleration response, contact analysis on soil pile interface and so on.



Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 2990-3001
Author(s):  
Yang Yang ◽  
Weiming Gong ◽  
Yi Pik Cheng ◽  
Guoliang Dai ◽  
Yuwan Zou ◽  
...  


2010 ◽  
Vol 163-167 ◽  
pp. 4048-4057
Author(s):  
Pei Zhen Li ◽  
Da Ming Zeng ◽  
Sheng Long Cui ◽  
Xi Lin Lu

Using the parameter identification method of analysis on the test records of soil acceleration and pore water pressure from the shaking table tests for dynamic liquefiable soil-pile-structure interaction system, the dynamic properties of soil are obtained. Based on the recognized soil parameters, numerical simulation of liquefiable soil-pile-structure interaction test has been carried out. The results of the comparision of acceleration response and pore water pressure obtained from numerical simulation and tests show that the rule drawn from the numerical simulation is agreed well with those from the tests, though there are some disparities in quantity. So the reliability of parameter identification and numerical simulation technology in shaking table tests is validated. The result in this dissertation can be referred for future similar research.



2015 ◽  
Vol 45 (7) ◽  
pp. 1041-1061 ◽  
Author(s):  
Maria Giovanna Durante ◽  
Luigi Di Sarno ◽  
George Mylonakis ◽  
Colin A. Taylor ◽  
Armando Lucio Simonelli


2018 ◽  
Vol 47 (11) ◽  
pp. 2315-2332 ◽  
Author(s):  
Zhong-Xian Li ◽  
Kun Wu ◽  
Yundong Shi ◽  
Ning Li ◽  
Yang Ding




2021 ◽  
Vol 146 ◽  
pp. 106675
Author(s):  
Anastasios Tsiavos ◽  
Anastasios Sextos ◽  
Andreas Stavridis ◽  
Matt Dietz ◽  
Luiza Dihoru ◽  
...  


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