Multi-point shaking table test of the free field under non-uniform earthquake excitation

Author:

Yan Xiao,Yu Haitao,Yuan Yong,Yuan Juyun

Funder

Shanghai Committee of Science and Technology, China

Fundamental Research Funds for the Central Universities, China

National Key Technology R&D Program, China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference22 articles.

1. Model for dynamic shear modulus and damping for granular soils;Assimaki;J. Geotechn. Geoenviron. Eng.,2000

2. Blaney, G., Mallow, W., Synthetic clay soil for dynamic model pile tests. Proc., Dynamic Response of Pile Foundations-Experiment, Analysis, and Observation, Geotech. Spec. Pub. 11, T. Nogami, ed., ASCE,Reston, Va., 127-148.

3. Evaluation of shear modulus and damping in dynamic centrifuge tests;Brennan;J. Geotechn. Geoenviron. Eng.,2005

4. Shaking table test of utility tunnel under non-uniform earthquake wave excitation;Chen;Soil Dyn. Earthq. Eng.,2010

5. Study on stability of underwater trench of immersed tunnel of Hongkong–Zhuhai–Macau Bridge;Fang;Appl. Mech. Mater.,2011

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