PINTUCCHI, BARBARA LORENZA
 Distribuzione geografica
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Continente #
NA - Nord America 6.392
EU - Europa 4.112
AS - Asia 2.597
SA - Sud America 422
Continente sconosciuto - Info sul continente non disponibili 169
AF - Africa 65
OC - Oceania 49
Totale 13.806
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Nazione #
US - Stati Uniti d'America 6.302
IT - Italia 1.415
RU - Federazione Russa 1.133
SG - Singapore 773
CN - Cina 600
HK - Hong Kong 343
BR - Brasile 336
VN - Vietnam 312
PL - Polonia 272
IE - Irlanda 267
KR - Corea 227
SE - Svezia 215
CH - Svizzera 156
DE - Germania 148
UA - Ucraina 142
FI - Finlandia 98
FR - Francia 97
IN - India 82
GB - Regno Unito 69
BD - Bangladesh 68
AU - Australia 46
CA - Canada 45
ES - Italia 36
TR - Turchia 33
AR - Argentina 30
JP - Giappone 29
JO - Giordania 28
MX - Messico 22
NL - Olanda 18
EC - Ecuador 16
IQ - Iraq 16
ID - Indonesia 15
IR - Iran 14
CI - Costa d'Avorio 10
ZA - Sudafrica 10
DZ - Algeria 9
NG - Nigeria 8
NP - Nepal 8
UZ - Uzbekistan 8
CL - Cile 7
PE - Perù 7
PK - Pakistan 7
PY - Paraguay 7
SC - Seychelles 7
AT - Austria 6
CO - Colombia 6
VE - Venezuela 6
AL - Albania 5
JM - Giamaica 5
PT - Portogallo 5
UY - Uruguay 5
BH - Bahrain 4
GR - Grecia 4
HN - Honduras 4
MD - Moldavia 4
SI - Slovenia 4
TN - Tunisia 4
AZ - Azerbaigian 3
BA - Bosnia-Erzegovina 3
BE - Belgio 3
BS - Bahamas 3
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
EG - Egitto 3
KE - Kenya 3
MA - Marocco 3
MY - Malesia 3
OM - Oman 3
SA - Arabia Saudita 3
AE - Emirati Arabi Uniti 2
BJ - Benin 2
BN - Brunei Darussalam 2
BO - Bolivia 2
ET - Etiopia 2
IL - Israele 2
LB - Libano 2
MK - Macedonia 2
NZ - Nuova Zelanda 2
PH - Filippine 2
SN - Senegal 2
SV - El Salvador 2
TW - Taiwan 2
A1 - Anonimo 1
AM - Armenia 1
BG - Bulgaria 1
BY - Bielorussia 1
CR - Costa Rica 1
EE - Estonia 1
EU - Europa 1
GA - Gabon 1
GP - Guadalupe 1
GT - Guatemala 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LT - Lituania 1
MM - Myanmar 1
NC - Nuova Caledonia 1
NI - Nicaragua 1
NO - Norvegia 1
Totale 13.633
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Città #
Santa Clara 1.989
Ashburn 629
Singapore 569
Fairfield 321
Chandler 281
Warsaw 269
Dublin 267
Hong Kong 266
Seoul 227
Jacksonville 211
San Jose 203
Milan 189
Bern 152
Florence 152
Seattle 152
Woodbridge 149
Beijing 145
Hefei 135
Cambridge 133
Wilmington 123
Houston 120
Rome 116
Ho Chi Minh City 102
Council Bluffs 99
Los Angeles 84
Princeton 83
The Dalles 83
Hanoi 82
Lauterbourg 72
Boardman 63
Altamura 62
Dallas 62
Lawrence 60
Buffalo 58
Boston 49
Mumbai 48
Medford 46
Melbourne 44
Moscow 41
Helsinki 36
Kent 35
Ann Arbor 34
Naples 33
Clifton 29
Pisa 29
Falls Church 26
Munich 26
Chicago 25
New York 24
Tokyo 23
Bari 22
Shanghai 22
San Diego 21
São Paulo 21
Orem 19
Bologna 17
Guangzhou 17
Salerno 17
Columbus 16
Da Nang 16
Turin 16
Verona 15
West Jordan 15
Figino 14
Norwalk 14
Palermo 14
Toronto 14
Frankfurt am Main 13
Izmir 13
Serra 13
Frankfurt Am Main 12
Haiphong 12
Torino 12
Belo Horizonte 11
Bergamo 11
Redondo Beach 11
Abidjan 10
Biên Hòa 10
Catania 10
Perugia 10
Philadelphia 10
Genoa 9
Hillsboro 9
Modena 9
Prato 9
Salvador 9
Yubileyny 9
Abuja 8
Bengaluru 8
Fiesole 8
Jakarta 8
London 8
Rio de Janeiro 8
Turku 8
Valencia 8
Ankara 7
Basingstoke 7
Buenos Aires 7
Cagliari 7
Ferrara 7
Totale 8.857
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Nome #
A review of research on seismic behaviour of irregular building structures since 2002 404
Modelling masonry structures through the Mady code 268
Epistemic Uncertainties in Structural Modeling: A Blind Benchmark for Seismic Assessment of Slender Masonry Towers 268
Valutazione della risposta sismica di torri in muratura tramite analisi statiche non lineari 261
L’analisi pushover per la verifica sismica di torri in muratura 234
Seismic Assessment of Artefacts: The Case of Juno’s Fountain of The National Museum of Bargello 228
A MODEL FOR VULNERABILITY ANALYSIS OF SLENDER TOWERS MADE OF NO TENSION MATERIAL 218
Bounded shear stress in masonry-like bodies 218
A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches 207
A 3D masonry-like model with bounded shear stress 207
L’analisi pushover per la verifica sismica di edifici irregolari torsio-flessibili 205
An integrated computational approach for heritage monumental museums 199
Numerical Methods for Slender Masonry Structures: A Comparative Study 197
Bartolomeo Ammannati's Fountain: Comparisons Between Different Numerical Models 196
An elasto-plastic model for masonry 193
A MODEL FOR DYNAMIC ANALYSIAS OF SLENDER TOWERS MADE OF NO TENSION MATERIAL 189
An enhanced beam model for the analysis of masonry walls 182
XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR, FLORENCE, ITALY, JUNE 20-22, 2018 176
A numerical model for non-linear dynamic analysis of slender masonry structures 174
Application of the push-over analysis to plan asymmetric building structures 172
A genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures 171
Normal elastic and elastoplastic materials: from a comprehensive approach a mixed method for masonry 168
ORTHOTROPIC PLANE BODIES WITH BOUNDED TENSILE AND COMPRESSIVE STRENGTH 167
Procedure di pushover avanzate per la verifica sismica di torri in muratura 166
Progettazione sismica di tipo prestazionale: l’importanza della scelta dell’input sismico 166
Seismic vulnerability of historic masonry buildings: a case study in the center of Lucca 166
NUMERICAL DYNAMIC ANALYSIS OF A MASONRY TRIUMPHAL ARCH: COMPARISON OF DIFFERENT STRENGTHENING CONFIGURATIONS 165
Dynamic analysis of slender towers made of no-tension material with limited compressive strength 164
Effects of material and geometric non-linearities on the collapse load of masonry arches 162
Numerical verification of the effectiveness of the alpha method for the estimation of the maximum rotational elastic response of eccentric systems 161
Behaviour of asymmetric structures under multi-component earthquake excitations 161
On the dynamics of viscous masonry beams 160
Dynamic analysis of FRP-reinforced masonry arches via a no-tension model with damage 158
Effectiveness of nonlinear static procedures for slender masonry towers 156
Dynamic analysis of FRP-strengthened masonry 153
Masonry-like material with bounded shear stress 153
A constitutive equation for fiber-reinforced masonry arches 152
Archaeoseismological project in Ostia: Tracking evidence on seismic damage by nonlinear numerical simulations 151
Settlement of masonry barrel vaults: an experimental and numerical study 149
Limitations of Non Linear Static Analysis for Masonry Towers 149
The masonry vaults of the cellars in the canal system of Livorno 148
COUPLED LONGITUDINAL AND TRANSVERSE VIBRATIONS OF BEAMS MADE OF NO-TENSION MATERIAL 147
Modeling Shake-Table Tests of a Masonry Cross Vault Through the MADY Code 146
A model for analyzing inelastic seismic response of plan-irregular building structures 144
Influence of the modelling approach in the dynamic analysis of masonry towers 143
The generalized density evolution equation for the dynamic analysis of slender masonry structures 142
A general model for analysing response of slender masonry structures under multi-component earthquake excitations 141
Optimization of steel sections according to Eurocode 3 provisions 141
Influenza dell’effetto P-Delta sul carico di collasso degli archi in muratura 141
Numerical methods for elastic materials with generalized stress constraints 140
Degradation Processes of Original and Retrofitted Masonry Buildings Subjected to the Action of Seismic Forces 138
A damage model for the tensile behaviour of Masonry structures 137
Inelastic response of plan asymmetric building structures accounting for interaction phenomena in vertical resisting elements 137
Predicting torsion-induced lateral displacements for pushover analysis: Influence of torsional stiffness characteristics. 136
A NUMERICAL METHOD FOR THE STABILITY PROBLEM OF MASONRY ELEMENT 134
The evolution of the law of random processes in the analysis of dynamic systems 133
Maximum rotational response of non linear asymmetric systems 132
Reliability based comparison of seismic code criteria for plan irregular buildings 131
La risposta sismica della statua di Cerere 131
Pushover analysis for seismic assessment of masonry towers 130
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 129
Structural health monitoring of ancient constructions within the framework of the MOSCARDO project 129
SOLUZIONE ESPLICITA DI UN PROBLEMA DINAMICO PER TRAVI COSTITUITE DA MATERIALE NON RESISTENTE A TRAZIONE 127
The MOSCARDO Project: ICT technologies for structural monitoring of ancient constructions based on wireless sensor networks 127
Intersection of convex cones as stress range for plane normal elastic bodies 125
Seismic analysis of eccentric building structures by means of a refined one-storey model 124
The generalized density evolution equation for the dynamic analysis of slender masonry structures 124
Parametric bounds for application of push-over analysis to plan irregular buildings 124
EAEE Task Group (TG) 8: seismic behaviour of irregular and complex structures – progress since 2002 124
The seismic analysis of Cerere at the Museum of Bargello 123
ON SOME NUMERICAL TECHNIQUES for STRESS-CONSTRAINED CONTINUA 121
Numerical verification of the effectiveness of the “alpha method” for the estimation of the maximum rotational response of eccentric systems 120
On the suitability of shear-wall systems for building structures in seismic zones 120
Shake-Table Testing of a Brick Masonry Groin Vault: Overview of Blind Predictions and Postdictions and Comparison with Experimental Results 113
Seismic vulnerability reduction of traditional masonry buildings 113
Mass-eccentric building structures: effects of asymmetric distribution of axial forces in vertical resisting elements 112
Sensors grid influence on damage detection for masonry towers. A numerical investigation based on the modal curvatures. 112
ON THE CUMULATIVE DISTRIBUTION FUNCTION OF OUTPUT RANDOM VARIABLES IN THE STUDY OF DYNAMIC SYSTEMS 107
Effectiveness of the probability density evolution method for dynamic and reliability analyses of masonry structures 107
Effects of damage on the dynamic modal properties of masonry towers 106
Stability and dynamics of masonry structures: a research contribution 103
Variation in modal properties of slender masonry structure due to damage 101
Inelastic Response of Plan-Irregular Structures under Multi-Component Earthquake Excitations 101
Numerical modelling of the dynamic behaviour of masonry structures 101
Irregolarità strutturali e vulnerabilità sismica degli edifici 100
Richieste di duttilità e spostamento in edifici irregolari in pianta 93
Tracking Evidence of Seismic Damage by Nonlinear Numerical Simulations for Dating in Archaeological Contexts 92
Influence of strength plan-distribution on the inelastic torsional response 85
Structural Analysis and Retrofitting of Historic Masonry Vaults Through a BIM to FEM Approach 59
Integrated Methods and Technologies for the Safeguarding of Parish Churches in Lunigiana 38
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SLAM-based survey supporting vulnerability assessments of built heritage at risk 22
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La Pieve di San Lorenzo. Cuore millenario di una comunità fra Lunigiana e Garfagnana a 875 anna dalla «Plebem Sancti Laurenti I». Nel privilegio solenne di papa Eugenio 14
Numerical Modelling of Pieve San Lorenzo Bell Tower 13
EXPERIMENTAL INVESTIGATIONS ON THE BELL TOWER OF PIEVE SAN LORENZO 10
Totale 13.806
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Categoria #
all - tutte 36.300
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 36.300
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022452 0 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
2024/20254.080 111 375 204 492 1.431 791 61 157 171 71 113 103
2025/20264.287 365 537 398 364 451 136 468 236 325 238 124 645
2026/2027281 125 156 0 0 0 0 0 0 0 0 0 0
Totale 13.806