Seismic performance of an existing anchored quay wall in the Ravenna port (Italy)

Evaluating the seismic performance of retaining walls is a significant engineering challenge due to non-linear soil-structure interaction, site response effects and ground motion properties. State of the art methods, based on non-linear dynamic analysis, are nowadays able to give reliable results wh...

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Principais autores:	Pierluigi Alesiani, Paolo Ruggeri, Viviene M.E. Fruzzetti, Giuseppe Scarpelli
Formato:	Artigo
Idioma:	Inglês
Publicado:	Elsevier 2025-10-01
Series:	Soils and Foundations
Assuntos:	Site response Pseudo-static method Dynamic analysis Case history Anchored sheet pile quay wall Performance-based design
Acceso en liña:	http://www.sciencedirect.com/science/article/pii/S0038080625001106
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