Pietro Monaco

发表

Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model

Marco Resta, Alessandra Fiore, Pietro Monaco, 2013 .

An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process

Giuseppina Uva, Alessandra Fiore, Pietro Monaco, 2013 .

Monitoring of traffic induced vibrations on concrete bridges: A case study

Pietro Monaco, Alessandra Fiore, G Marano, 2014 .

Multistayed cable-stayed bridges with girder in steel and light prestressed concrete

Pietro Monaco, Giovanni Locorotondo, 1994 .

Evolutionary Modeling to Evaluate the Shear Behavior of Circular Reinforced Concrete Columns

Daniele Laucelli, Giuseppe Carlo Marano, Alessandra Fiore, 2014 .

The influence of masonry infill on the seismic behaviour of RC frame buildings

Alessandra Fiore, Pietro Monaco, Adriana Netti, 2012 .

POD-based representation of the alongwind Equivalent Static Force for long-span bridges

Alessandra Fiore, Pietro Monaco, 2009 .

Earthquake-Induced Lateral-Torsional Pounding between Two Equal Height Multi-Storey Buildings under Multiple Bi-Directional Ground Motions

Giuseppe Marano, Alessandra Fiore, Pietro Monaco, 2013 .

Dynamic response of a bridge deck with one torsional degree of freedom under turbulent wind

Pietro Monaco, Dora Foti, D. Foti, 2000 .