Effect of non-linear soil response and pile post-cracking behavior on seismically induced bending moments in fixed-head long piles
Effect of non-linear soil response and pile post-cracking behavior on seismically induced bending moments in fixed-head long piles
Stefano Stacul; A. Franceschi; N. Squeglia
7th International Conference on Earthquake Geotechnical Engineering (Roma, Italy)
Foundations
Site Response Analysis, Pile Foundations
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