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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, Paper ID: 04-02-0008.:
PDF
3D Visualization for Earthquake-Induced Site Liquefaction Potential Based on Volume Rendering and GIS Technology
Tang, Hao
;
Chen, Guo-Xing
The research on visual 3D modeling for the earthquake-induced site liquefaction potential is to resolve the problem of simulating the potential risk of earthquake-induced [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 12-03-0013.:
PDF
Dynamic Characteristics of Nanjing Flake-Shaped Structural Sand in Long-Term Repeated Loading
Liu, Xue-Zhu
;
Chen, Guo-Xing
The flake-shaped sand soils, containing quartz, chlorite and muscovite minerals, are widely distributed throughout the middle and lower reaches of the Yangtze River. Comp [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 14-0049.:
PDF
A Comparison Between Large-Size Shaking Table Test and Numerical Simulation Results of Subway Station Structure
Chen, Guo-Xing
;
Du, Xiu-li
Based on the large-size shaking table test results of subway station structure built in liquefiable site, considering the influence of soil-structure nonlinear dynamic in [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 12-03-0014.:
PDF
Dynamic Stress-Strain Relationship of Nanjing Flake-Shaped Sand under Cyclic Loading
Chen, Guo-Xing
;
Liu, Xue-Zhu
Comparing with the common quartz sand soils composed of the circular-shaped particle, the flake-shaped sand soils have remarkable differences in physical mechanics proper [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 14-0192.:
PDF
Seismic Response Analysis of the Large Bridge Pier Supported by Group Pile Foundation Considering the Effect of Wave and Current Action
Bai, De-Gui
;
Wang, Zhi-Hua
On the basis of the ABAQUS software and parallel calculation technology, this paper presents a 3D finite element method to model the pier-piles -soil system. In the analy [...]
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