Pierfrancesco Cacciola
Pierfrancesco Cacciola
School of Environment and Technology, University of Brighton
Verified email at brighton.ac.uk
Cited by
Cited by
A method for generating fully non-stationary and spectrum-compatible ground motion vector processes
P Cacciola, G Deodatis
Soil Dynamics and Earthquake Engineering 31 (3), 351-360, 2011
Combination of modal responses consistent with seismic input representation
P Cacciola, P Colajanni, G Muscolino
Journal of Structural Engineering 130 (1), 47-55, 2004
A stochastic approach for generating spectrum compatible fully nonstationary earthquakes
P Cacciola
Computers & Structures 88 (15-16), 889-901, 2010
Crack detection and location in a damaged beam vibrating under white noise
P Cacciola, N Impollonia, G Muscolino
Computers & structures 81 (18-19), 1773-1782, 2003
Generation of response-spectrum-compatible artificial earthquake accelerograms with random joint time–frequency distributions
P Cacciola, I Zentner
Probabilistic Engineering Mechanics 28, 52-58, 2012
Numerical and experimental verification of a technique for locating a fatigue crack on beams vibrating under Gaussian excitation
S Benfratello, P Cacciola, N Impollonia, A Masnata, G Muscolino
Engineering Fracture Mechanics 74 (18), 2992-3001, 2007
Stochastic averaging of Preisach hysteretic systems
PD Spanos, P Cacciola, G Muscolino
Journal of Engineering Mechanics 130 (11), 1257-1267, 2004
Dynamic response of a rectangular beam with a known non-propagating crack of certain or uncertain depth
P Cacciola, G Muscolino
Computers & structures 80 (27-30), 2387-2396, 2002
Vibrating barrier: a novel device for the passive control of structures under ground motion
P Cacciola, A Tombari
Proceedings of the Royal Society A: Mathematical, Physical and Engineering …, 2015
A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes
P Cacciola, P Colajanni, G Muscolino
Computer methods in applied mechanics and engineering 194 (42-44), 4344-4361, 2005
Monte Carlo simulation in the stochastic analysis of non-linear systems under external stationary Poisson white noise input
G Muscolino, G Ricciardi, P Cacciola
International journal of non-linear mechanics 38 (8), 1269-1283, 2003
Vibration control of piled-structures through structure-soil-structure-interaction
P Cacciola, MG Espinosa, A Tombari
Soil Dynamics and Earthquake Engineering 77, 47-57, 2015
Random vibration of SMA systems via Preisach formalism
PD Spanos, P Cacciola, J Redhorse
Nonlinear Dynamics 36 (2-4), 405-419, 2004
A modal correction method for non-stationary random vibrations of linear systems
P Cacciola, N Maugeri, G Muscolino
Probabilistic Engineering Mechanics 22 (2), 170-180, 2007
Structural identification through the measure of deterministic and stochastic time-domain dynamic response
P Cacciola, N Maugeri, G Muscolino
Computers & structures 89 (19-20), 1812-1819, 2011
A dynamic reanalysis technique for general structural modifications under deterministic or stochastic input
P Cacciola, N Impollonia, G Muscolino
Computers & structures 83 (14), 1076-1085, 2005
Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution
P Cacciola, G Muscolino, C Versaci
Computers & structures 89 (21-22), 2028-2036, 2011
New insights in the analysis of the structural response to response-spectrum-compatible accelerograms
P Cacciola, L D’Amico, I Zentner
Engineering structures 78, 3-16, 2014
Vibration control of a cluster of buildings through the Vibrating Barrier
A Tombari, MG Espinosa, NA Alexander, P Cacciola
Mechanical Systems and Signal Processing 101, 219-236, 2018
Reanalysis techniques in stochastic analysis of linear structures under stationary multi-correlated input
P Cacciola, G Muscolino
Probabilistic engineering mechanics 26 (1), 92-100, 2011
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