Luca Martinelli

Prof. Luca Martinelli

Padova University, Department of Civil, Environmental and Architectural Engineering, Via Ognissanti, 39, 35129 Padova, Italy
orcid

Research Focus & Metrics

Academic Career Length

28Years (1999-Present)

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

Representative Publications

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1 May 2014 in Coastal Engineering
Verified
Journal Article
Closed access
Edgar MendozaEdgar Mendoza
Edgar Mendoza
RSRodolfo Silva
Rodolfo Silva
Barbara ZanuttighBarbara Zanuttigh
Barbara Zanuttigh
EAElisa Angelelli
Elisa Angelelli
TAThomas Lykke Andersen
Thomas Lykke Andersen
PRPiero Ruol
Piero Ruol

1 July 2008 in Applied Ocean Research
Verified
Journal Article
Closed access
Luca MartinelliLuca Martinelli
Luca Martinelli
PRPiero Ruol
Piero Ruol
Barbara ZanuttighBarbara Zanuttigh
Barbara Zanuttigh

1 June 2018 in Coastal Engineering
Verified
Journal Article
Closed access
MCM. Castellino
M. Castellino
PSP. Sammarco
P. Sammarco
Alessandro RomanoAlessandro Romano
Alessandro Romano
Luca MartinelliLuca Martinelli
Luca Martinelli
PRP. Ruol
P. Ruol
PGP. De Girolamo
P. De Girolamo

1 January 2013 in Journal of Waterway, Port, Coastal, and Ocean Engineering
Verified
Journal Article
Closed access
Piero RuolPiero Ruol
Piero Ruol
Luca MartinelliLuca Martinelli
Luca Martinelli
PPPaolo Pezzutto
Paolo Pezzutto
The aim of this paper is to define a simple and useful formula to predict wave transmission for a common type of floating breakwater (FB), supplied with two lateral vertical plates protruding downward, named π-type FB. Eight different models, with mass varying from 16 to 76 kg, anchored with chains, have been tested in the wave flume of the Maritime Laboratory of Padova University, under irregular wave conditions. Water elevation in front and behind the structure has been measured with two arrays of four wave gauges. Our starting point for the prediction of wave transmission was the classical relationship established by Macagno in 1954. His relationship was derived for a box-type fixed breakwater assuming irrotational flow. Consequently, he significantly underestimated transmission for short waves and large drafts. This paper proposes an empirical modification of his relationship to properly fit the experimental results and a standardized plotting system of the transmission coefficient, based on a...

1 May 2014 in Coastal Engineering
Verified
Journal Article
Closed access
MVM. Villatoro
M. Villatoro
RSR. Silva
R. Silva
FMF.J. Méndez
F.J. Méndez
Barbara ZanuttighBarbara Zanuttigh
Barbara Zanuttigh
SPShunqi Pan
Shunqi Pan
PEP. Eftimova
P. Eftimova

1 November 2010 in Coastal Engineering
Verified
Journal Article
Closed access
Luca MartinelliLuca Martinelli
Luca Martinelli
Barbara ZanuttighBarbara Zanuttigh
Barbara Zanuttigh
CCCorinne Corbau
Corinne Corbau