PINTUCCHI, BARBARA LORENZA
 Distribuzione geografica
Continente #
NA - Nord America 2.654
EU - Europa 2.021
AS - Asia 329
AF - Africa 8
SA - Sud America 8
Continente sconosciuto - Info sul continente non disponibili 2
OC - Oceania 2
Totale 5.024
Nazione #
US - Stati Uniti d'America 2.646
IT - Italia 735
PL - Polonia 268
IE - Irlanda 265
SE - Svezia 204
HK - Hong Kong 166
CH - Svizzera 155
UA - Ucraina 138
DE - Germania 100
CN - Cina 70
FI - Finlandia 51
GB - Regno Unito 38
JO - Giordania 25
SG - Singapore 21
TR - Turchia 19
RU - Federazione Russa 16
ES - Italia 11
IR - Iran 11
NL - Olanda 10
FR - Francia 8
VN - Vietnam 8
SC - Seychelles 6
IN - India 5
PT - Portogallo 5
BR - Brasile 4
CA - Canada 4
MX - Messico 4
GR - Grecia 3
PE - Perù 3
SI - Slovenia 3
AT - Austria 2
BA - Bosnia-Erzegovina 2
CZ - Repubblica Ceca 2
JP - Giappone 2
KR - Corea 2
A1 - Anonimo 1
AL - Albania 1
AU - Australia 1
BE - Belgio 1
CL - Cile 1
DZ - Algeria 1
EU - Europa 1
MK - Macedonia 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
RO - Romania 1
UG - Uganda 1
Totale 5.024
Città #
Fairfield 321
Chandler 281
Warsaw 266
Dublin 265
Jacksonville 209
Ashburn 176
Bern 152
Woodbridge 149
Seattle 148
Cambridge 133
Florence 127
Wilmington 122
Houston 118
Hong Kong 96
Princeton 83
Altamura 62
Boardman 60
Lawrence 60
Boston 47
Medford 46
Ann Arbor 34
Rome 32
Beijing 28
Falls Church 26
Pisa 26
Kent 23
Salerno 17
San Diego 17
Shanghai 17
Bari 16
Buffalo 15
Norwalk 14
Singapore 14
Izmir 13
Milan 13
Serra 13
Frankfurt Am Main 12
New York 12
Torino 12
Verona 10
West Jordan 10
Hillsboro 9
Prato 9
Fiesole 8
Los Angeles 7
Nanjing 7
San Giorgio A Cremano 7
Valencia 7
Andover 6
Catania 6
Dong Ket 6
Moscow 6
Philadelphia 6
Saint Petersburg 6
Bergamo 5
Chicago 5
Messina 4
Mexico 4
Modena 4
Padova 4
Pavia 4
Tappahannock 4
Toronto 4
Trani 4
Auburn Hills 3
Barcelona 3
Blera 3
Caserta 3
Castell'arquato 3
Centro 3
Cerro Maggiore 3
Fermo 3
Frechen 3
Gorgonzola 3
Lima 3
Modugno 3
Phoenix 3
Pozzoleone 3
Procida 3
Redmond 3
Redwood City 3
Sala 3
Sant'antonio Abate 3
Turin 3
Vigevano 3
Acerra 2
Amman 2
Assèmini 2
Bialystok 2
Bologna 2
Cagliari 2
Campi Bisenzio 2
Catanzaro 2
Central 2
Chantilly 2
Ferrara 2
Fuzhou 2
Gaeta 2
Girifalco 2
Granarolo 2
Totale 3.520
Nome #
A review of research on seismic behaviour of irregular building structures since 2002 235
Valutazione della risposta sismica di torri in muratura tramite analisi statiche non lineari 195
L’analisi pushover per la verifica sismica di torri in muratura 155
Modelling masonry structures through the Mady code 146
Epistemic Uncertainties in Structural Modeling: A Blind Benchmark for Seismic Assessment of Slender Masonry Towers 132
L’analisi pushover per la verifica sismica di edifici irregolari torsio-flessibili 122
Bounded shear stress in masonry-like bodies 117
Seismic Assessment of Artefacts: The Case of Juno’s Fountain of The National Museum of Bargello 107
A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches 103
Numerical verification of the effectiveness of the alpha method for the estimation of the maximum rotational elastic response of eccentric systems 94
Procedure di pushover avanzate per la verifica sismica di torri in muratura 87
A 3D masonry-like model with bounded shear stress 86
XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR, FLORENCE, ITALY, JUNE 20-22, 2018 83
A numerical model for non-linear dynamic analysis of slender masonry structures 82
Effectiveness of nonlinear static procedures for slender masonry towers 82
Numerical Methods for Slender Masonry Structures: A Comparative Study 81
Bartolomeo Ammannati's Fountain: Comparisons Between Different Numerical Models 80
On the dynamics of viscous masonry beams 78
Dynamic analysis of FRP-reinforced masonry arches via a no-tension model with damage 78
Limitations of Non Linear Static Analysis for Masonry Towers 75
A MODEL FOR VULNERABILITY ANALYSIS OF SLENDER TOWERS MADE OF NO TENSION MATERIAL 74
Masonry-like material with bounded shear stress 74
ORTHOTROPIC PLANE BODIES WITH BOUNDED TENSILE AND COMPRESSIVE STRENGTH 72
COUPLED LONGITUDINAL AND TRANSVERSE VIBRATIONS OF BEAMS MADE OF NO-TENSION MATERIAL 69
Seismic vulnerability of historic masonry buildings: a case study in the center of Lucca 69
Effects of material and geometric non-linearities on the collapse load of masonry arches 68
Normal elastic and elastoplastic materials: from a comprehensive approach a mixed method for masonry 68
An elasto-plastic model for masonry 68
An enhanced beam model for the analysis of masonry walls 67
Predicting torsion-induced lateral displacements for pushover analysis: Influence of torsional stiffness characteristics. 65
The generalized density evolution equation for the dynamic analysis of slender masonry structures 65
Influenza dell’effetto P-Delta sul carico di collasso degli archi in muratura 63
The masonry vaults of the cellars in the canal system of Livorno 63
Dynamic analysis of slender towers made of no-tension material with limited compressive strength 62
A MODEL FOR DYNAMIC ANALYSIAS OF SLENDER TOWERS MADE OF NO TENSION MATERIAL 61
A genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures 60
Dynamic analysis of FRP-strengthened masonry 60
Application of the push-over analysis to plan asymmetric building structures 57
Degradation Processes of Original and Retrofitted Masonry Buildings Subjected to the Action of Seismic Forces 56
Inelastic response of plan asymmetric building structures accounting for interaction phenomena in vertical resisting elements 56
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 55
An integrated computational approach for heritage monumental museums 55
Progettazione sismica di tipo prestazionale: l’importanza della scelta dell’input sismico 55
Reliability based comparison of seismic code criteria for plan irregular buildings 53
Seismic vulnerability reduction of traditional masonry buildings 52
Behaviour of asymmetric structures under multi-component earthquake excitations 51
Optimization of steel sections according to Eurocode 3 provisions 50
Maximum rotational response of non linear asymmetric systems 50
The MOSCARDO Project: ICT technologies for structural monitoring of ancient constructions based on wireless sensor networks 50
Pushover analysis for seismic assessment of masonry towers 49
A constitutive equation for fiber-reinforced masonry arches 47
SOLUZIONE ESPLICITA DI UN PROBLEMA DINAMICO PER TRAVI COSTITUITE DA MATERIALE NON RESISTENTE A TRAZIONE 45
A general model for analysing response of slender masonry structures under multi-component earthquake excitations 44
Numerical verification of the effectiveness of the “alpha method” for the estimation of the maximum rotational response of eccentric systems 43
Seismic analysis of eccentric building structures by means of a refined one-storey model 41
The generalized density evolution equation for the dynamic analysis of slender masonry structures 41
Intersection of convex cones as stress range for plane normal elastic bodies 41
Irregolarità strutturali e vulnerabilità sismica degli edifici 39
Mass-eccentric building structures: effects of asymmetric distribution of axial forces in vertical resisting elements 38
A model for analyzing inelastic seismic response of plan-irregular building structures 38
Structural health monitoring of ancient constructions within the framework of the MOSCARDO project 37
Archaeoseismological project in Ostia: Tracking evidence on seismic damage by nonlinear numerical simulations 37
A damage model for the tensile behaviour of Masonry structures 36
On the suitability of shear-wall systems for building structures in seismic zones 34
null 33
Variation in modal properties of slender masonry structure due to damage 32
Sensors grid influence on damage detection for masonry towers. A numerical investigation based on the modal curvatures. 32
Numerical modelling of the dynamic behaviour of masonry structures 31
Influence of the modelling approach in the dynamic analysis of masonry towers 30
A NUMERICAL METHOD FOR THE STABILITY PROBLEM OF MASONRY ELEMENT 29
The seismic analysis of Cerere at the Museum of Bargello 29
Effects of damage on the dynamic modal properties of masonry towers 27
Richieste di duttilità e spostamento in edifici irregolari in pianta 27
null 25
EAEE Task Group (TG) 8: seismic behaviour of irregular and complex structures – progress since 2002 24
null 24
null 24
Parametric bounds for application of push-over analysis to plan irregular buildings 22
La risposta sismica della statua di Cerere 22
Stability and dynamics of masonry structures: a research contribution 21
Effectiveness of the probability density evolution method for dynamic and reliability analyses of masonry structures 21
ON SOME NUMERICAL TECHNIQUES for STRESS-CONSTRAINED CONTINUA 21
Influence of strength plan-distribution on the inelastic torsional response 19
Inelastic Response of Plan-Irregular Structures under Multi-Component Earthquake Excitations 18
NUMERICAL DYNAMIC ANALYSIS OF A MASONRY TRIUMPHAL ARCH: COMPARISON OF DIFFERENT STRENGTHENING CONFIGURATIONS 16
Numerical methods for elastic materials with generalized stress constraints 16
The evolution of the law of random processes in the analysis of dynamic systems 14
ON THE CUMULATIVE DISTRIBUTION FUNCTION OF OUTPUT RANDOM VARIABLES IN THE STUDY OF DYNAMIC SYSTEMS 10
Settlement of masonry barrel vaults: an experimental and numerical study 8
Modeling Shake-Table Tests of a Masonry Cross Vault Through the MADY Code 1
Totale 5.172
Categoria #
all - tutte 15.245
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 15.245


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020938 69 89 29 88 97 117 99 125 88 46 74 17
2020/2021654 66 31 50 83 20 78 27 53 68 79 48 51
2021/2022466 14 59 15 11 16 32 17 27 40 13 76 146
2022/20231.364 123 151 24 128 101 242 144 75 151 18 43 164
2023/2024482 17 56 96 39 14 37 20 106 8 38 32 19
2024/202514 14 0 0 0 0 0 0 0 0 0 0 0
Totale 5.172