Andrea Dall'Asta

Prof. Andrea Dall'Asta

Dept Sciences and Technologies, University of Camerino, Camerino, Italy
orcid

Research Focus & Metrics

Academic Career Length

35Years (1992-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 January 2012 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
Alessandro ZonaAlessandro Zona
Alessandro Zona
Andrea Dall'AstaAndrea Dall'Asta
Andrea Dall'Asta

1 November 2002 in Computers & Structures
Verified
Journal Article
Closed access
Andrea Dall'AstaAndrea Dall'Asta
Andrea Dall'Asta
Alessandro ZonaAlessandro Zona
Alessandro Zona

1 November 2006 in Engineering Structures
Verified
Journal Article
Closed access
Andrea Dall'AstaAndrea Dall'Asta
Andrea Dall'Asta
LRL. Ragni
L. Ragni

1 November 2014 in Engineering Structures
Verified
Journal Article
Closed access
Enrico TubaldiEnrico Tubaldi
Enrico Tubaldi
Michele BarbatoMichele Barbato
Michele Barbato
Andrea Dall'AstaAndrea Dall'Asta
Andrea Dall'Asta

1 August 2004 in Finite Elements in Analysis and Design
Verified
Journal Article
Closed access
Andrea Dall'AstaAndrea Dall'Asta
Andrea Dall'Asta
Alessandro ZonaAlessandro Zona
Alessandro Zona

1 March 2012 in Journal of Structural Engineering
Verified
Journal Article
Closed access
Enrico TubaldiEnrico Tubaldi
Enrico Tubaldi
Michele BarbatoMichele Barbato
Michele Barbato
Andrea Dall'AstaAndrea Dall'Asta
Andrea Dall'Asta
This paper uses a fully probabilistic approach to investigate the seismic response of multispan continuous bridges with dissipative piers and a steel–concrete composite (SCC) deck, the motion of which is transversally restrained at the abutments. This bridge typology is characterized by complex dual load path behavior in the transverse direction, with multiple failure modes involving both the deck and the piers. Proper assessment of the seismic vulnerability of these structural systems must rigorously take into account all pertinent sources of uncertainty, including uncertainties in both the seismic input (record-to-record variability) and the properties defining the structural model (model parameters). Model parameter uncertainty affects not only the structural capacity, but also the seismic response of a structural system. However, most of the procedures for seismic vulnerability assessment focus on the variability of the response resulting solely from seismic input uncertainty. These procedures either ...