MAZZA, Fabio
 Distribuzione geografica
Continente #
NA - Nord America 5.348
AS - Asia 5.066
EU - Europa 2.815
SA - Sud America 1.658
AF - Africa 269
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 12
AN - Antartide 2
Totale 15.191
Nazione #
US - Stati Uniti d'America 5.098
SG - Singapore 2.284
BR - Brasile 1.294
UA - Ucraina 1.096
CN - Cina 885
VN - Vietnam 694
DE - Germania 692
IT - Italia 405
HK - Hong Kong 343
SE - Svezia 238
KR - Corea 216
TR - Turchia 195
CA - Canada 159
AR - Argentina 147
SN - Senegal 130
FI - Finlandia 95
BD - Bangladesh 75
IQ - Iraq 62
EC - Ecuador 52
IN - India 52
GB - Regno Unito 49
RU - Federazione Russa 46
ID - Indonesia 44
MX - Messico 40
ZA - Sudafrica 35
PK - Pakistan 33
PY - Paraguay 33
PE - Perù 30
CO - Colombia 29
MA - Marocco 29
BE - Belgio 28
CL - Cile 28
AT - Austria 25
VE - Venezuela 25
FR - Francia 24
IR - Iran 24
PL - Polonia 21
AU - Australia 19
RS - Serbia 19
EG - Egitto 18
UY - Uruguay 17
JP - Giappone 16
IE - Irlanda 15
ET - Etiopia 14
SA - Arabia Saudita 14
UZ - Uzbekistan 14
JO - Giordania 12
KE - Kenya 12
ES - Italia 11
CR - Costa Rica 10
AZ - Azerbaigian 9
DO - Repubblica Dominicana 9
NL - Olanda 9
OM - Oman 9
AE - Emirati Arabi Uniti 8
KZ - Kazakistan 8
EU - Europa 7
HN - Honduras 7
NP - Nepal 7
PA - Panama 7
PS - Palestinian Territory 7
DZ - Algeria 6
IL - Israele 6
PH - Filippine 6
KG - Kirghizistan 5
KW - Kuwait 5
LB - Libano 5
LT - Lituania 5
SY - Repubblica araba siriana 5
AL - Albania 4
BG - Bulgaria 4
CZ - Repubblica Ceca 4
GA - Gabon 4
JM - Giamaica 4
MD - Moldavia 4
NG - Nigeria 4
QA - Qatar 4
TN - Tunisia 4
TT - Trinidad e Tobago 4
TW - Taiwan 4
XK - ???statistics.table.value.countryCode.XK??? 4
CI - Costa d'Avorio 3
GE - Georgia 3
LU - Lussemburgo 3
MN - Mongolia 3
MY - Malesia 3
NI - Nicaragua 3
PT - Portogallo 3
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
BN - Brunei Darussalam 2
BW - Botswana 2
BY - Bielorussia 2
GR - Grecia 2
GS - Georgia del Sud e Isole Sandwich Australi 2
GT - Guatemala 2
LV - Lettonia 2
PR - Porto Rico 2
RO - Romania 2
A1 - Anonimo 1
Totale 15.168
Città #
Singapore 869
Jacksonville 866
Chandler 564
Dearborn 464
Boardman 410
Dallas 401
Hong Kong 343
Ho Chi Minh City 279
San Mateo 252
Seoul 213
Beijing 209
Ashburn 196
Lawrence 193
Roxbury 193
Izmir 167
Shanghai 153
Hanoi 135
Cambridge 130
Dakar 130
Des Moines 119
Hefei 116
Ottawa 105
São Paulo 105
Helsinki 90
Wilmington 60
Ogden 58
Inglewood 55
Ann Arbor 54
Florence 52
Los Angeles 47
Council Bluffs 37
Haiphong 37
Rio de Janeiro 35
Seattle 35
The Dalles 35
San Francisco 33
Guangzhou 32
Columbus 31
Rome 31
Tianjin 29
Brussels 27
Grafing 25
Vienna 25
Brooklyn 24
Curitiba 24
New York 24
Da Nang 23
Rende 23
Toronto 23
Biên Hòa 22
Belo Horizonte 21
Brasília 21
Falkenstein 21
Munich 21
Porto Alegre 21
Santa Clara 21
Cosenza 20
Johannesburg 20
Baghdad 18
Quito 18
Warsaw 18
Guayaquil 17
Asunción 16
Ninh Bình 16
Dublin 15
Erbil 15
Falls Church 15
Guarulhos 15
Hải Dương 15
Campinas 14
Dhaka 14
Lima 14
Tokyo 14
Montreal 13
Nanjing 13
Ribeirão Preto 13
Betim 12
Milan 12
Tashkent 12
Bắc Ninh 11
Montevideo 11
Nairobi 11
Salvador 11
Thái Nguyên 11
Amman 10
Bologna 10
Cairo 10
Fortaleza 10
Frankfurt am Main 10
Maceió 10
Redwood City 10
San Jose 10
San José 10
Sorocaba 10
Wuhan 10
Amsterdam 9
Bari 9
Bogotá 9
Buenos Aires 9
Karachi 9
Totale 8.288
Nome #
Analisi Comparativa di Controventi Dissipativi Isteretici e Viscoelastici per il Miglioramento delle Prestazioni Sismiche di Edifici Esistenti in C.A 133
A distributed plasticity model to simulate the biaxial behaviour in the nonlinear analysis of spatial framed structures 129
ANALISI SISMICA DI TELAI IN C.A. IRRIGIDITI DA CONTROVENTI CON DISSIPATORI VISCOSI O VISCOELASTICI 126
In-plane and out-of-plane seismic damage of masonry infills in existing r.c. structures: the case study of De Gasperi-Battaglia school in Norcia 125
Analisi comparativa della risposta dinamica di strutture in acciaio con dissipatori viscoelastici soggette ad azioni eoliche o sismiche 123
A plastic-damage hysteretic model to reproduce strength stiffness degradation 122
Adeguamento antisismico con controventi dissipativi isteretici di edifici in c.a. progettati secondo le normative sismiche italiane degli ultimi cinquanta anni 116
A Method for the Definition of Emergency Rescue Routes Based on the Out-of-Plane Seismic Collapse of Masonry Infills in Reinforced-Concrete-Framed Buildings 115
Base-isolation systems for the seismic retrofitting of r.c. framed buildings with soft-storey subjected to near-fault earthquakes 114
Analisi non lineare di travi composte in acciaio-calcestruzzo 113
Advanced shear and axial laws of bearings in the nonlinear seismic analysis of r.c. buildings 113
A numerical model for the nonlinear seismic analysis of three-dimensional r.c. frames 112
Design of hysteretic damped braces for the seismic retrofitting of in-elevation irregularly infilled r.c. framed structures 112
EFFECTS OF IN‑ AND OUT‑OF‑PLANE NONLINEAR MODELLING OF MASONRY INFILLS ON THE SEISMIC RESPONSE OF R.C. FRAMED BUILDINGS 112
Base-isolation against out-of-plane seismic damage of masonry infills in existing hospitals 110
A simplified procedure for the aseismic design of framed buildings with dissipative braces 109
Analisi della vulnerabilità sismica di edifici scolastici adeguati mediante controventi dissipativi 109
Concave surface base-isolation system against seismic pounding of irregular adjacent buildings 107
Base-isolation of a hospital pavilion against in-plane-out-of-plane seismic collapse of masonry infills 106
Comparative Study of R.C. Buildings Retrofitted with Elastomeric and Friction Bearings under Near-Fault Earthquakes 106
Dynamic Response of Steel Framed Structures Fire-Retrofitted with Viscoelastic-Damped Braces 106
An efficient nonlinear beam model for the analysis of r.c. spatial frames under vertical component of near-fault ground motions 106
Effectiveness of NTC08 Rules for the Design of Base-Isolated Framed Structures Located on a Near-Fault Area 105
Influence of previous seismic degradation of r.c. buildings in the case of retrofitting by damped braces 103
Seismic retrofitting of buildings with damped braces by using a computer-aided design procedure 103
Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular r.c. framed structures 101
A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building 101
Displacement-Based Design of Hysteretic Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 101
Improvement of the seismic performance of r.c. framed buildings with soft storeys by hysteretic damped braces 99
EFFECTS OF THE VERTICAL COMPONENT OF NEAR-FAULT EARTHQUAKES ON THE NONLINEAR RESPONSE OF R.C. STRUCTURES RETROFITTED BY DIFFERENT BASE-ISOLATION SYSTEMS 99
EDDY CURRENT DAMPED INTERCONNECTION FOR MITIGATION OF INTERNAL POUNDING IN A SEISMICALLY-ISOLATED BUILDING 99
A hysteretic model based on plastic and damage mechanisms for seismic analysis of inelastic structures 98
Comparison of Design Procedures of Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 97
Effects of nonlinear modelling of the base-isolation system on the seismic analysis of r.c. buildings 97
Mitigation of Seismic Pounding between Adjacent Buildings by means of Isolation and Supplemental Dissipation at the Base 96
Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle 96
Seismic retrofitting by base-isolation of r.c. framed buildings exposed to different fire scenarios 96
Fragility analysis of R.C. seismically-isolated structures with residual mechanical properties after fire exposure 96
Nonlinear modelling of the in-plane-out-of-plane interaction in the seismic analysis of masonry infills in r.c. framed buildings 95
Applicazione del metodo proposto da Mazza e Vulcano 94
Influence of elastomeric bearings in tension on the seismic performance of base-isolated r.C. buildings 94
Internal Pounding between Structural Parts of Seismically Isolated Buildings 91
Dissipative steel exoskeletons for the seismic control of reinforced concrete framed buildings 91
Displacement-based design procedure of damped braces for the seismic retrofitting of r.c. framed buildings 90
PROGETTAZIONE DI CONTROVENTI DISSIPATIVI ISTERETICI PER IL CONTROLLO DEGLI SPOSTAMENTI DI STRUTTURE INTELAIATE IN C.A. 90
Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces and/or viscoelastic dampers 90
In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of r.c.‐framed buildings 90
Nonlinear Dynamic Response of RC Buildings with Different Base-Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions. 88
Static vulnerability of an existing r.c. structure and seismic retrofitting by CFRP and base-isolation: A case study 88
Formulation of thin plate finite elements by the Galerkin boundary integral approach 88
DISPLACEMENT-BASED SEISMIC DESIGN OF DAMPED BRACES FOR RETROFITTING IN-ELEVATION IRREGULAR FRAMED STRUCTURES 88
Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings 88
Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated r.c. framed buildings 87
Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area 86
Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces 86
NONLINEAR DYNAMIC BEHAVIOUR OF BASE-ISOLATED BUILDINGS WITH THE FRICTION PENDULUM SYSTEM SUBJECTED TO NEAR-FAULT EARTHQUAKES 85
Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations 84
Seismic retrofitting of in-elevation irregularly infilled r.c. framed structures by hysteretic damped braces 84
Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers 83
COEFFICIENTE DI STRUTTURA PER TELAI IN C. A. CON CONTROVENTI DISSIPATIVI 83
Modellazione numerica e analitica e verifiche secondo OPCM 3274 83
Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes 82
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings 82
Nonlinear response of r.c. framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes 82
Comparative Study of the Nonlinear Response of R.C. Spatial Frames Subjected to Near-Fault and Far-Fault Ground Motions 82
), Comparative study of the wind and earthquake dynamic responses of steel-framed buildings by using viscoelastic dampers 82
Nonlinear modeling and analysis of r.c. spatial frames to study the effects of the vertical component of near-fault ground motions 82
Structural and non‐structural numerical blind prediction of shaking table experimental tests on fixed‐base and base‐isolated hospitals 81
Sistemi di controllo passivo delle vibrazioni sismiche 81
Wind and earthquake dynamic responses of fire-exposed steel framed structures 80
Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings 80
Effetti della componente verticale di accelerazione sulla risposta di strutture intelaiate con isolamento alla base soggette a terremoti near-fault 80
Behaviour during seismic aftershocks of r.c. base-isolated framed structure with fire-induced damage 80
Nonlinear response of rc framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes 80
Residual seismic load capacity of fire-damaged rubber bearings of r.c. base-isolated buildings 79
Displacement-based seismic design procedure for framed buildings with dissipative braces. Part I: Theoretical formulation 79
ISOLAMENTO E DISSIPAZIONE SUPPLEMENTARE ALLA BASE DI EDIFICI UBICATI IN PROSSIMITA' DI FAGLIE 79
Seismic demand of masonry infills in r.c. structures accounting for the in-plane/out-of-plane interaction 79
In-plane-out-of-plane single and mutual interaction of masonry infills in the nonlinear seismic analysis of RC framed structures 79
Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions 78
Effects of near-fault vertical earthquakes on the nonlinear incremental response of r.c. base-isolated structures exposed to fire 78
NONLINEAR SEISMIC RESPONSE OF IRREGULARLY MASONRY-INFILLED R.C. FRAMED BUILDINGS RETROFITTED WITH HYSTERETIC DAMPED BRACES 78
BEHAVIOUR FACTOR OF RC FRAMES WITH DISSIPATIVE BRACES 78
Nonlinear seismic response of r.c. seismically-isolated structures with reduced mechanical properties after fire exposure 78
Effects of the long‐term behaviour of isolation devices on the seismic response of base‐isolated buildings 78
SEISMIC RETROFITTING OF FRAMED STRUCTURES BY DAMPED BRACES CONSIDERING THE OUT-OF-PLANE RESPONSE OF MASONRY INFILLS 77
PROGETTAZIONE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 77
JETPACS project: Shaking Table and Numerical Results for a Steel Frame with Hysteretic Dampers 77
NONLINEAR DYNAMIC RESPONSE OF R.C. BASE-ISOLATED STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS 77
Tecniche costruttive in uso agli inizi del '900 in Calabria e loro influenza sugli effetti del terremoto 77
Displacement-based seismic design of hysteretic damped braces for retrofitting in-plan irregular r.c. framed structures 77
Nonlinear response of base-isolated buildings under near-fault ground motions 76
Effects of Near-Fault Earthquakes on the Nonlinear Response of Fire-Damaged R.C. Base-Isolated Structures 76
La ricostruzione e le nuove tecniche edilizie 75
Effects of Fire Duration on the Seismic Retrofitting With Hysteretic Damped Braces of r.c. School Buildings 75
Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes 74
Modellazione degli edifici tradizionali in muratura portante 74
Un metodo di progetto per il controllo delle prestazioni sismiche di strutture intelaiate mediante controventi con dissipatori isteretici o viscoelastici 74
Seismic response of buildings with isolation & supplemental dissipation at the base 74
PROGETTAZIONE E ANALISI SISMICA NON LINEARE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 74
Totale 9.188
Categoria #
all - tutte 94.452
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 94.452


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021844 0 0 0 0 0 210 37 205 19 193 3 177
2021/20221.425 5 14 7 92 148 40 15 309 35 9 208 543
2022/20231.386 293 91 19 158 157 109 6 217 163 47 86 40
2023/2024873 64 12 72 34 89 37 28 52 92 104 53 236
2024/20252.854 170 506 48 110 274 128 123 154 334 131 241 635
2025/20265.127 1.076 339 754 1.078 1.636 244 0 0 0 0 0 0
Totale 15.393