António H. Cardoso

发表

Closure to “Dam-Break Wave-Front Celerity” by João Leal, Rui Ferreira, and António Cardoso

João Leal, Rui M. L. Ferreira, António H. Cardoso, 2008 .

Protecting Vertical-Wall Abutments with Riprap Mattresses

António H. Cardoso, Cristina Fael, A. Cardoso, 2009 .

Countermeasures against Local Scouring at Bridge Piers: Slot and Combined System of Slot and Bed Sill

António H. Cardoso, Francesco Calomino, Roberto Gaudio, 2009 .

Subtraction Approach to Experimentally Assess the Contribution of the Complex Pier Components to the Local Scour Depth

António H. Cardoso, Mario Moreno, Rodrigo Maia, 2017 .

Clear-Water Scour at Pile Groups

António H. Cardoso, Cristina Fael, Rodrigo Maia, 2013 .

Effect of spacing and skew-angle on clear-water scour at pier alignments

António H. Cardoso, Cristina Fael, Rodrigo Maia, 2012 .

Effects of Pile Cap Thickness on the Maximum Scour Depth at a Complex Pier

Ali Tafarojnoruz, António H. Cardoso, Roberto Gaudio, 2013 .

Flow Intensity Parameter in Pier Scour Experiments

António H. Cardoso, Luis Teixeira, Gonzalo Simarro, 2007 .

Sizing of riprap for spill-through abutments

António H. Cardoso, Anton Schleiss, Gonzalo Simarro, 2010 .

STEEP STREAMS - Solid Transport Evaluation and Efficiency in Prevention: Sustainable Techniques of Rational Engineering and Advanced MethodS

António H. Cardoso, Dino Zardi, Michele Larcher, 2017 .

Control of Scour at Bridge Piers by a Downstream Bed Sill

António H. Cardoso, Francesco Calomino, Roberto Gaudio, 2009 .

Organised turbulence over mobile and immobile hydraulically rough boundaries

João Leal, Rui M. L. Ferreira, António H. Cardoso, 2009 .

EXPERIMENTAL STUDY ON DAM-BREAK FLOOD WAVES OVER MOVABLE BED CHANNEL

António H. Cardoso, João Leal, Rui M. L. Ferreira, 2002 .

Time to equilibrium scour at vertical-wall bridge abutments

António H. Cardoso, Cristina Fael, 2010 .

Riprap Protection of Vertical-Wall and Spill-Through Bridge Abutments

António H. Cardoso, Anton Schleiss, Gonzalo Simarro, 2012 .

Closure to “Flow Intensity Parameter in Pier Scour Experiments” by Gonzalo Simarro, Luis Teixeira, and António H. Cardoso

António H. Cardoso, Gonzalo Simarro, Luis Teixeira, 2009 .

Clear-water scour at comparatively large cylindrical piers

António H. Cardoso, Cristina Fael, Rodrigo Maia, 2013 .

Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies

António H. Cardoso, Gonzalo Simarro, Cristina Fael, 2011 .

Dam-Break Wave-Front Celerity

João Leal, António H. Cardoso, Rui M. L. Ferreira, 2006 .

Uniform flow in a smooth open channel

António H. Cardoso, W. H. Graf, A. Cardoso, 1989 .

Local scour at vertical‐wall abutments under clear‐water flow conditions

António H. Cardoso, Cristina Fael, A. Cardoso, 2006 .

Local scouring at bridge piers and abutments: Time evolution and equilibrium

António H. Cardoso, Francesco Calomino, Roberto Gaudio, 2006 .

Assessing equilibrium clear water scour around single cylindrical piers

António H. Cardoso, Cristina Fael, Rui Lança, 2010 .

Effect of pier shape and pier alignment on the equilibrium scour depth at single piers

António H. Cardoso, Cristina Fael, Rui Lança, 2016 .

Influence of riprap apron shape on spill-through abutments

António H. Cardoso, Gonzalo Simarro, A. Cardoso, 2012 .

Toe protection for spill-through and vertical-wall abutments

António H. Cardoso, Gonzalo Simarro, Cristina Fael, 2010 .

Effects of Time and Channel Geometry on Scour at Bridge Abutments

António H. Cardoso, R. Bettess, A. Cardoso, 1999 .

Analysis of flow characteristics in a compound channel: comparison between experimental data and 1D numerical simulations

João Leal, António H. Cardoso, Joao N. Fernandes, 2012 .