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Matteo Tirindelli

Wave-in-deck loads on exposed jetties
2007 · Giovanni Cuomo, Matteo Tirindelli, et al. · Coastal Engineering · 135
Experimental spatial correlation of wave loads on front decks
2011 · Alberto Lamberti, Luca Martinelli, et al. · Journal of Hydraulic Research · 29
Exposed Jetties: Inconsistencies and Gaps in Design Methods for Wave-induced Forces
2003 · Matteo Tirindelli, Giovanni Cuomo, et al. · Coastal Engineering Proceedings · 27
Wave-in-Deck Forces On Jetties And Related Structures
2003 · Matteo Tirindelli, Alberto Lamberti, et al. · The Thirteenth International Offshore and Polar Engineering Conference · 15
New Prediction Method for Wave-in-deck Loads on Exposed Piers / Jetties / Bridges
2007 · William Allsop, Giovanni Cuomo, et al. · Coastal Engineering Proceedings · 12
Wave Loads on Exposed Jetties: Description of Large Scale Experiments and Preliminary Results
2011 · Luca Martinelli, Alberto Lamberti, et al. · Coastal Engineering Proceedings · 10
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Cozumel's International Cruise Terminal: Hurricane Wilma Recovery and Reconstruction
2007 · John C. Bardi, Bruce I. Ostbo, et al. · ASCE Ports Conference · 9
Reconstruction of Cozumel's International Cruise Terminal After Hurricane Wilma
2009 · Vladimir Shepsis, Scott Fenical, et al. · Coastal Structures International Conference (CSt) · 7
Physical Model Studies of Wave-Induced Loading on Exposed Jetties: Towards New Prediction Formulae
2004 · Matteo Tirindelli, Giovanni Cuomo, et al. · Coastal Structures International Conference (CSt) · 7
Wave Action on Rubble Mound Breakwaters: the Problem of Scale Effects
2004 · Matteo Tirindelli, Alberto Lamberti · Research Repository (Delft University of Technology) · 6
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Field Measurements of Hydrodynamics Around a Beach Defence System
2004 · Renata Archetti, Matteo Tirindelli, et al. · Coastal Structures International Conference (CSt) · 4
Large scale measurements of extreme wave loadings on exposed jetties
2010 · Alberto Lamberti, Luca Martinelli, et al. · Archivio istituzionale della ricerca (Alma Mater Studiorum Università di Bologna) · 3
Evaluation of Empirical and Numerical Methods for Wave Uplift Force Calculation
2009 · Matteo Tirindelli, Scott Fenical, et al. · Coastal Structures International Conference (CSt) · 3
Recent Experience in Analysis and Design of Perforated Vertical Breakwaters
2007 · V. Shepsis, J. D. Carter, et al. · ASCE Ports Conference · 3
Wave-induced Forces on Structural and Biotic Elements of Low-crested Structures
2005 · MATTEO TIRINDELLI, ALBERTO LAMBERTI · Coastal Engineering Proceedings · 2
3D Hydrodynamic Tests With Low-crested Structures: Analysis of Overtopping And Velocity Fields
2003 · Alberto Lamberti, Barbara Zanuttigh, et al. · The Thirteenth International Offshore and Polar Engineering Conference · 2
3d Non-hydrostatic Modeling of Bottom and Bank Stability Subjected by Ship Propeller Jets
2007 · Vladimir Maderich, Yulia Kanarska, et al. · Coastal Engineering Proceedings · 1
ULCS Mooring/Propwash Analysis, Port of Oakland, CA
2013 · M. Tirindelli, S. Fenical, et al. · ASCE Ports Conference
San Francisco Bay Sand Mining Resource Evaluation and Impact Analysis
2012 · S. Fenical, M. Tirindelli, et al. · AGUFM
Cruise Ship Maneuvering and Berthing at Pier 27 Cruise Terminal, San Francisco, CA
2011 · K. Von Blohn, J. Davey, et al. · Coastal Engineering Practice
Coastal Engineering for Renovation of San Francisco Marina West Yacht Harbor
2011 · M. Hobson, F. Filice, et al. · Coastal Engineering Practice
Design of Hurricane Wave Forces for Overwater Structures
2010 · M. Tirindelli, V. Shepsis, et al. · ASCE Ports Conference
Keystone Harbor, Wa: Coastal Engineering for Design of New Ferry Terminal
2007 · Matteo Tirindelli, Scott Fenical, et al. · Coastal Engineering Proceedings
Propwash Model Development, Verification, and Port Applications
2007 · M. Tirindelli, S. Fenical · ASCE Ports Conference
Impulsive forces induced by breaking waves on biotic elements attached to Low-Crested Structures
2004 · Matteo Tirindelli, Alberto Lamberti
Works count: 25
Citation count: 275
H-index: 7
I10-index: 6
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