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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on CD, section: CD-RS 03 COMPUTATIONAL SEISMIC STRUCTURAL ANALYSIS .:
PDF
Numerical Modelling of Piles Group Under Seismic Loading in Cohesive Soils : Inclination Effect
Hage, C-F.
;
Bachir, D.
The system piles-foundation is widely used to ensure the stability of structures when subjected to seismic excitation. The analysis of the seismic response of soil-pilest [...]
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