ZANI, NICOLA
 Distribuzione geografica
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Continente #
NA - Nord America 5.857
EU - Europa 3.352
AS - Asia 1.744
SA - Sud America 337
OC - Oceania 48
AF - Africa 45
Continente sconosciuto - Info sul continente non disponibili 1
Totale 11.384
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Nazione #
US - Stati Uniti d'America 5.812
RU - Federazione Russa 1.079
IT - Italia 829
CN - Cina 492
SG - Singapore 480
BR - Brasile 278
HK - Hong Kong 273
SE - Svezia 256
IE - Irlanda 254
KR - Corea 232
PL - Polonia 225
UA - Ucraina 181
CH - Svizzera 158
DE - Germania 135
FI - Finlandia 92
VN - Vietnam 84
IN - India 79
GB - Regno Unito 62
AU - Australia 48
FR - Francia 28
CA - Canada 27
TR - Turchia 25
AR - Argentina 21
JO - Giordania 20
NL - Olanda 18
EC - Ecuador 11
ID - Indonesia 11
CI - Costa d'Avorio 10
IQ - Iraq 10
SC - Seychelles 10
MX - Messico 9
BD - Bangladesh 7
CO - Colombia 7
IR - Iran 7
JP - Giappone 6
PY - Paraguay 6
AT - Austria 5
ES - Italia 5
ZA - Sudafrica 5
MA - Marocco 4
PE - Perù 4
UY - Uruguay 4
VE - Venezuela 4
BA - Bosnia-Erzegovina 3
BJ - Benin 3
DZ - Algeria 3
GR - Grecia 3
LB - Libano 3
LV - Lettonia 3
PK - Pakistan 3
PT - Portogallo 3
RO - Romania 3
SI - Slovenia 3
BE - Belgio 2
EG - Egitto 2
PA - Panama 2
SA - Arabia Saudita 2
TT - Trinidad e Tobago 2
UZ - Uzbekistan 2
A1 - Anonimo 1
AE - Emirati Arabi Uniti 1
AL - Albania 1
AM - Armenia 1
AO - Angola 1
AZ - Azerbaigian 1
BG - Bulgaria 1
BO - Bolivia 1
CG - Congo 1
CL - Cile 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GA - Gabon 1
GM - Gambi 1
IL - Israele 1
JM - Giamaica 1
LA - Repubblica Popolare Democratica del Laos 1
MK - Macedonia 1
MU - Mauritius 1
MY - Malesia 1
NI - Nicaragua 1
OM - Oman 1
RS - Serbia 1
SN - Senegal 1
SV - El Salvador 1
TW - Taiwan 1
UG - Uganda 1
Totale 11.384
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Città #
Santa Clara 2.071
Fairfield 406
Ashburn 335
Singapore 313
Dublin 254
Jacksonville 245
Seoul 231
Chandler 225
Warsaw 223
Hong Kong 211
Seattle 210
Cambridge 189
Woodbridge 188
Bern 156
Wilmington 150
Houston 149
Beijing 146
Hefei 146
Florence 132
Princeton 86
Los Angeles 79
Buffalo 74
Altamura 65
Lawrence 62
Boardman 60
Mumbai 58
Ann Arbor 56
Medford 50
Melbourne 48
Boston 46
Moscow 45
Rome 44
The Dalles 44
Dallas 36
Kent 32
Milan 29
Pisa 26
Ho Chi Minh City 24
São Paulo 23
San Diego 22
Hanoi 21
Toronto 21
Clifton 20
West Jordan 20
Helsinki 19
Leawood 19
Serra 18
Shanghai 18
Bari 17
Munich 15
New York 15
Norwalk 15
Philadelphia 15
Frankfurt Am Main 14
Chicago 12
Izmir 12
Torino 12
Da Nang 11
Redondo Beach 11
Salerno 11
Abidjan 10
Angri 10
Bergamo 9
Catania 9
Frankfurt am Main 9
Falls Church 8
Belo Horizonte 7
Denver 7
Fiesole 7
Nanjing 7
Naples 7
Rio de Janeiro 7
San Giorgio A Cremano 7
Yubileyny 7
Andover 6
Ankara 6
Campinas 6
Ferrara 6
Hillsboro 6
Turku 6
Verona 6
Jakarta 5
Tianjin 5
Tokyo 5
Trento 5
Asunción 4
Auburn Hills 4
Baghdad 4
Belém 4
Bengaluru 4
Brasília 4
Buenos Aires 4
Centro 4
Curitiba 4
Dong Ket 4
Guangzhou 4
London 4
Montevideo 4
New Delhi 4
Orem 4
Totale 7.538
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Nome #
L'ANALISI LIMITE PER GLI ARCHI IN MURATURA 256
Valutazione della risposta sismica di torri in muratura tramite analisi statiche non lineari 244
Modelling masonry structures through the Mady code 215
Simulation of concrete crack development in seismic assessment of existing gravity dams 211
L’analisi pushover per la verifica sismica di torri in muratura 203
Bounded shear stress in masonry-like bodies 196
A note on equilibrated stress fields for no-tension bodies under gravity 182
A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches 182
A MODEL FOR VULNERABILITY ANALYSIS OF SLENDER TOWERS MADE OF NO TENSION MATERIAL 177
A 3D masonry-like model with bounded shear stress 175
A numerical method for solving equilibrium problems of no-tension solids subjected to thermal loads 172
A constitutive equation and a closed-form solution for no-tension beams with limited compressive strength 164
An enhanced beam model for the analysis of masonry walls 158
Numerical Methods for Slender Masonry Structures: A Comparative Study 157
ORTHOTROPIC PLANE BODIES WITH BOUNDED TENSILE AND COMPRESSIVE STRENGTH 155
An elasto-plastic model for masonry 155
A direct approach to fiber and membrane reinforced bodies. Part I. Stress concentrated on curves for modelling fiber reinforced materials 153
Masonry-like solids with bounded compressive strength 151
The maximum modulus eccentricities surface for masonry vaults and limit analysis 151
MASONRY-LIKE MATERIALS WITH BOUNDED COMPRESSIVE STRENGTH 148
Procedure di pushover avanzate per la verifica sismica di torri in muratura 147
A new class of equilibrated stress fields for no-tension bodies 147
Normal elastic and elastoplastic materials: from a comprehensive approach a mixed method for masonry 145
On the balance equation of stresses concentrated on curves 143
Dynamic analysis of slender towers made of no-tension material with limited compressive strength 140
EXPERIMENTAL TESTS AND NUMERICAL MODELLING FOR THE SCENIC MASONRY ARCH OF THE HISTORIC TEATRO GOLDONI IN LIVORNO 140
Singular equilibrated stress fields for no-tension panels 139
A direct approach to fiber and membrane reinforced bodies. Part II. Membrane reinforced bodies 139
Effectiveness of nonlinear static procedures for slender masonry towers 139
Masonry constructions: Mechanical models and numerical applications 137
Dynamic analysis of FRP-reinforced masonry arches via a no-tension model with damage 136
Sensitivity analysis on mechanical parameters of continuum models for simulating in-plane tests on existing masonry panels 134
On the dynamics of viscous masonry beams 134
Masonry-like material with bounded shear stress 133
Some explicit solutions to plane equilibrium problem for no-tension bodies 132
THERMO-MECHANICAL BEHAVIOUR OF MASONRY SOLIDS 130
Integration of measures and admissible stress fields for masonry bodies 130
Seismic vulnerability of historic masonry buildings: a case study in the center of Lucca 130
Limitations of Non Linear Static Analysis for Masonry Towers 129
Effects of material and geometric non-linearities on the collapse load of masonry arches 126
On the choice of functions spaces in the limit analysis for masonry bodies 126
Numerical methods for elastic materials with generalized stress constraints 125
Static analysis of masonry vaults, constitutive model and numerical analysis 125
Analisi limite di pannelli in muratura fibrorinforzati 125
ON THE COLLAPSE OF MASONRY VAULTS 124
Equilibrium problems and limit analysis of masonry beams 124
Analisi termomeccanica non lineare del rivestimento refrattario di una siviera 123
The generalized density evolution equation for the dynamic analysis of slender masonry structures 123
Integration of parametric measures and the statics of masonry panels 122
Influenza dell’effetto P-Delta sul carico di collasso degli archi in muratura 122
The masonry vaults of the cellars in the canal system of Livorno 122
Equilibrated divergence measure stress tensor fields for heavy masonry bodies 119
Modeling Shake-Table Tests of a Masonry Cross Vault Through the MADY Code 118
A NEW METHOD FOR THERMOMECHANICAL ANALYSIS IN REFRACTORY LINED VESSELS FOR STEEL MANUFACTORING 118
SULLA PROPAGAZIONE DELLE ONDE LONGITUDINALI IN TRAVI NON RESISTENTI A TRAZIONE 117
A constitutive equation for fiber-reinforced masonry arches 117
UN METODO NUMERICO PER LO STUDIO DEGLI ARCHI IN MURATURA 113
UN METODO NUMERICO PER LA SOLUZIONE DEL PROBLEMA DI EQUILIBRIO DELLE VOLTE IN MURATURA 113
The evolution of the law of random processes in the analysis of dynamic systems 112
A damage model for the tensile behaviour of Masonry structures 111
A NUMERICAL METHOD FOR THE STABILITY PROBLEM OF MASONRY ELEMENT 110
NO-TENSION MATERIALS AND PRESSURELESS GASES, AN ANALOGY 109
Influence of the modelling approach in the dynamic analysis of masonry towers 108
Admissible and equilibrated stress fields for masonry bodies 107
Pushover analysis for seismic assessment of masonry towers 107
Intersection of convex cones as stress range for plane normal elastic bodies 106
ON SOME NUMERICAL TECHNIQUES for STRESS-CONSTRAINED CONTINUA 103
The generalized density evolution equation for the dynamic analysis of slender masonry structures 99
ON THE COLLAPSE OF MASONRY PANEL 99
UN METODO NUMERICO PER LE VOLTE IN MURATURA 98
Dynamical analysis of masonry pillars 96
CONSOLIDAMENTO E ADEGUAMENTO ANTISISMICO: UN MODELLO DI CALCOLO PER ORIENTARE IL PROGETTO 95
Effectiveness of the probability density evolution method for dynamic and reliability analyses of masonry structures 94
ON THE CUMULATIVE DISTRIBUTION FUNCTION OF OUTPUT RANDOM VARIABLES IN THE STUDY OF DYNAMIC SYSTEMS 91
On the limit analysis of masonry beams 88
STATI DI SFORZO PER PANNELLI COSTITUITI DA MATERIALE NON RESISTENTE A TRAZIONE 86
Graphical Simulation of Physical Phenomena investigated with the Finite Element Methods 85
A direct approach to membrane reinforced bodies 85
Finite element modeling of masonry vaults 84
Numerical modelling of the dynamic behaviour of masonry structures 84
Dual variational problems and limit analysis for masonry bodies 82
Stability and dynamics of masonry structures: a research contribution 77
Stress state for heavy masonry panels with opening 72
Dual Variational Problems and Limit Analysis for Masonry Bodies 71
On the collapse of masonry arches 69
On fiber reinforced elastic bodies 62
Stresses represented by measures in the theory of masonry bodies 58
STATI DI SFORZO SINGOLARI PER SOLIDI NON RESISTENTI A TRAZIONE 55
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Structural Analysis and Retrofitting of Historic Masonry Vaults Through a BIM to FEM Approach 6
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Totale 11.469
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Categoria #
all - tutte 29.132
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 29.132
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021470 0 0 0 0 0 127 16 59 71 89 54 54
2021/2022443 14 61 24 11 14 25 18 31 30 16 61 138
2022/20231.323 136 148 22 94 114 244 119 53 139 26 54 174
2023/2024496 15 59 80 32 20 35 22 142 7 38 34 12
2024/20253.931 103 365 175 491 1.521 786 22 89 130 69 104 76
2025/20262.003 334 533 410 292 389 45 0 0 0 0 0 0
Totale 11.469