IRIS
MAZZA, FABIO
 Distribuzione geografica
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Continente #
NA - Nord America 6.660
AS - Asia 6.615
EU - Europa 3.336
SA - Sud America 2.009
AF - Africa 359
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 15
AN - Antartide 2
Totale 19.021
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Nazione #
US - Stati Uniti d'America 6.337
SG - Singapore 2.567
BR - Brasile 1.485
UA - Ucraina 1.101
VN - Vietnam 1.068
CN - Cina 1.045
DE - Germania 717
IT - Italia 581
BD - Bangladesh 434
HK - Hong Kong 380
SE - Svezia 239
TR - Turchia 223
KR - Corea 219
FR - Francia 217
AR - Argentina 190
CA - Canada 177
SN - Senegal 130
IN - India 124
FI - Finlandia 115
IQ - Iraq 92
GB - Regno Unito 89
EC - Ecuador 77
ID - Indonesia 68
PK - Pakistan 66
MX - Messico 65
ZA - Sudafrica 56
RU - Federazione Russa 55
CO - Colombia 54
CL - Cile 51
VE - Venezuela 50
MA - Marocco 49
PE - Perù 38
PY - Paraguay 38
UZ - Uzbekistan 33
SA - Arabia Saudita 31
BE - Belgio 29
PL - Polonia 27
AT - Austria 26
IR - Iran 26
EG - Egitto 25
MY - Malesia 25
AU - Australia 23
PH - Filippine 23
RS - Serbia 22
NL - Olanda 21
JP - Giappone 20
ET - Etiopia 19
UY - Uruguay 19
DZ - Algeria 18
IE - Irlanda 18
KE - Kenya 18
AZ - Azerbaigian 17
ES - Italia 17
NP - Nepal 17
JO - Giordania 16
CR - Costa Rica 15
KZ - Kazakistan 14
AE - Emirati Arabi Uniti 13
DO - Repubblica Dominicana 13
TN - Tunisia 13
HN - Honduras 11
OM - Oman 10
PS - Palestinian Territory 9
TW - Taiwan 9
AL - Albania 8
IL - Israele 8
JM - Giamaica 8
KG - Kirghizistan 8
KW - Kuwait 8
PA - Panama 8
EU - Europa 7
QA - Qatar 7
TH - Thailandia 7
BG - Bulgaria 6
LB - Libano 6
NG - Nigeria 6
SY - Repubblica araba siriana 6
XK - ???statistics.table.value.countryCode.XK??? 6
BO - Bolivia 5
LT - Lituania 5
NI - Nicaragua 5
TT - Trinidad e Tobago 5
BA - Bosnia-Erzegovina 4
BY - Bielorussia 4
CI - Costa d'Avorio 4
CZ - Repubblica Ceca 4
GA - Gabon 4
GE - Georgia 4
GR - Grecia 4
MD - Moldavia 4
MN - Mongolia 4
PR - Porto Rico 4
SV - El Salvador 4
GT - Guatemala 3
HU - Ungheria 3
KH - Cambogia 3
LU - Lussemburgo 3
PT - Portogallo 3
RO - Romania 3
BH - Bahrain 2
Totale 18.977
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Città #
Singapore 1.086
Jacksonville 866
Chandler 564
San Jose 519
Dearborn 465
Dallas 414
Boardman 410
Ho Chi Minh City 408
Hong Kong 373
Ashburn 356
Council Bluffs 268
San Mateo 252
Beijing 241
Hanoi 230
Seoul 214
Lawrence 193
Roxbury 193
Lauterbourg 177
Izmir 168
Shanghai 155
Cambridge 130
Dakar 130
Des Moines 119
Hefei 117
São Paulo 116
Helsinki 109
Ottawa 105
Los Angeles 67
Wilmington 60
Ogden 58
Florence 56
Inglewood 55
Ann Arbor 54
New York 53
Da Nang 52
Rome 52
Haiphong 46
Columbus 44
Orem 43
Rio de Janeiro 41
Seattle 41
Santa Clara 40
Tianjin 38
Guangzhou 37
The Dalles 35
San Francisco 33
Milan 31
Quito 31
Biên Hòa 29
Tashkent 29
Toronto 28
Baghdad 27
Brussels 27
Curitiba 27
Belo Horizonte 26
Brasília 26
Brooklyn 26
Dhaka 25
Grafing 25
Johannesburg 25
Vienna 25
Porto Alegre 24
Rende 23
Santiago 23
Buffalo 21
Cosenza 21
Falkenstein 21
Guayaquil 21
Munich 21
Warsaw 21
Chennai 19
Erbil 19
Lima 19
Ninh Bình 19
Asunción 18
Bologna 18
Campinas 18
Dublin 18
Buenos Aires 17
Caracas 17
Guarulhos 17
Hải Dương 17
Lahore 17
Montreal 17
Tokyo 17
Amsterdam 16
Frankfurt am Main 16
Ribeirão Preto 16
Falls Church 15
Nairobi 15
Riyadh 15
Thái Nguyên 15
Amman 14
Bogotá 14
Karachi 14
Mexico City 14
Mumbai 14
Naples 14
San José 14
Addis Ababa 13
Totale 10.372
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Nome #
Influence of previous seismic degradation of r.c. buildings in the case of retrofitting by damped braces 568
A distributed plasticity model to simulate the biaxial behaviour in the nonlinear analysis of spatial framed structures 162
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 158
Analisi Comparativa di Controventi Dissipativi Isteretici e Viscoelastici per il Miglioramento delle Prestazioni Sismiche di Edifici Esistenti in C.A 155
EFFECTS OF IN‑ AND OUT‑OF‑PLANE NONLINEAR MODELLING OF MASONRY INFILLS ON THE SEISMIC RESPONSE OF R.C. FRAMED BUILDINGS 148
ANALISI SISMICA DI TELAI IN C.A. IRRIGIDITI DA CONTROVENTI CON DISSIPATORI VISCOSI O VISCOELASTICI 143
NONLINEAR DYNAMIC BEHAVIOUR OF BASE-ISOLATED BUILDINGS WITH THE FRICTION PENDULUM SYSTEM SUBJECTED TO NEAR-FAULT EARTHQUAKES 142
Seismic retrofitting by base-isolation of r.c. framed buildings exposed to different fire scenarios 142
Improvement of the seismic performance of r.c. framed buildings with soft storeys by hysteretic damped braces 140
Analisi non lineare di travi composte in acciaio-calcestruzzo 139
Dynamic Response of Steel Framed Structures Fire-Retrofitted with Viscoelastic-Damped Braces 138
A plastic-damage hysteretic model to reproduce strength stiffness degradation 138
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 137
Base-isolation of a hospital pavilion against in-plane-out-of-plane seismic collapse of masonry infills 136
Analisi comparativa della risposta dinamica di strutture in acciaio con dissipatori viscoelastici soggette ad azioni eoliche o sismiche 136
Design of hysteretic damped braces for the seismic retrofitting of in-elevation irregularly infilled r.c. framed structures 135
Advanced shear and axial laws of bearings in the nonlinear seismic analysis of r.c. buildings 134
An efficient nonlinear beam model for the analysis of r.c. spatial frames under vertical component of near-fault ground motions 134
Effects of near-fault vertical earthquakes on the nonlinear incremental response of r.c. base-isolated structures exposed to fire 133
A numerical model for the nonlinear seismic analysis of three-dimensional r.c. frames 133
Base-isolation against out-of-plane seismic damage of masonry infills in existing hospitals 132
Internal Pounding between Structural Parts of Seismically Isolated Buildings 131
Concave surface base-isolation system against seismic pounding of irregular adjacent buildings 131
Base-isolation systems for the seismic retrofitting of r.c. framed buildings with soft-storey subjected to near-fault earthquakes 130
Comparative Study of R.C. Buildings Retrofitted with Elastomeric and Friction Bearings under Near-Fault Earthquakes 128
Adeguamento antisismico con controventi dissipativi isteretici di edifici in c.a. progettati secondo le normative sismiche italiane degli ultimi cinquanta anni 128
Mitigation of Seismic Pounding between Adjacent Buildings by means of Isolation and Supplemental Dissipation at the Base 126
A simplified procedure for the aseismic design of framed buildings with dissipative braces 125
Seismic retrofitting of buildings with damped braces by using a computer-aided design procedure 123
Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular r.c. framed structures 122
Analisi della vulnerabilità sismica di edifici scolastici adeguati mediante controventi dissipativi 122
Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area 121
Displacement-Based Design of Hysteretic Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 120
Dissipative steel exoskeletons for the seismic control of reinforced concrete framed buildings 120
Structural and non‐structural numerical blind prediction of shaking table experimental tests on fixed‐base and base‐isolated hospitals 119
A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building 119
EDDY CURRENT DAMPED INTERCONNECTION FOR MITIGATION OF INTERNAL POUNDING IN A SEISMICALLY-ISOLATED BUILDING 119
Effectiveness of NTC08 Rules for the Design of Base-Isolated Framed Structures Located on a Near-Fault Area 118
EFFECTS OF THE VERTICAL COMPONENT OF NEAR-FAULT EARTHQUAKES ON THE NONLINEAR RESPONSE OF R.C. STRUCTURES RETROFITTED BY DIFFERENT BASE-ISOLATION SYSTEMS 118
Nonlinear modelling of the in-plane-out-of-plane interaction in the seismic analysis of masonry infills in r.c. framed buildings 117
Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces 117
A hysteretic model based on plastic and damage mechanisms for seismic analysis of inelastic structures 116
Comparison of Design Procedures of Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 115
Fragility analysis of R.C. seismically-isolated structures with residual mechanical properties after fire exposure 115
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings 114
Displacement-based design procedure of damped braces for the seismic retrofitting of r.c. framed buildings 114
Effects of nonlinear modelling of the base-isolation system on the seismic analysis of r.c. buildings 114
Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings 113
Applicazione del metodo proposto da Mazza e Vulcano 111
SEISMIC RETROFITTING OF FRAMED STRUCTURES BY DAMPED BRACES CONSIDERING THE OUT-OF-PLANE RESPONSE OF MASONRY INFILLS 109
Seismic retrofitting of in-elevation irregularly infilled r.c. framed structures by hysteretic damped braces 108
La dissipazione supplementare di energia nella protezione sismica di edifici a struttura intelaiata 107
Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces and/or viscoelastic dampers 107
In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of r.c.‐framed buildings 107
DISPLACEMENT-BASED SEISMIC DESIGN OF DAMPED BRACES FOR RETROFITTING IN-ELEVATION IRREGULAR FRAMED STRUCTURES 106
Influence of elastomeric bearings in tension on the seismic performance of base-isolated r.C. buildings 106
Residual load capacity of fire-damaged rubber bearings for r.c. base-isolated buildings subjected to near-fault earthquakes 106
Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle 105
Static vulnerability of an existing r.c. structure and seismic retrofitting by CFRP and base-isolation: A case study 105
Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated r.c. framed buildings 103
Formulation of thin plate finite elements by the Galerkin boundary integral approach 103
Modellazione numerica e analitica e verifiche secondo OPCM 3274 103
Seismic demand of masonry infills in r.c. structures accounting for the in-plane/out-of-plane interaction 103
Comparative Study of the Nonlinear Response of R.C. Spatial Frames Subjected to Near-Fault and Far-Fault Ground Motions 102
Nonlinear response of r.c. framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes 101
), Comparative study of the wind and earthquake dynamic responses of steel-framed buildings by using viscoelastic dampers 101
COEFFICIENTE DI STRUTTURA PER TELAI IN C. A. CON CONTROVENTI DISSIPATIVI 101
In-plane-out-of-plane single and mutual interaction of masonry infills in the nonlinear seismic analysis of RC framed structures 101
Nonlinear seismic response of r.c. seismically-isolated structures with reduced mechanical properties after fire exposure 100
Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations 99
PROGETTAZIONE DI CONTROVENTI DISSIPATIVI ISTERETICI PER IL CONTROLLO DEGLI SPOSTAMENTI DI STRUTTURE INTELAIATE IN C.A. 99
Nonlinear Dynamic Response of RC Buildings with Different Base-Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions. 98
Sistemi di controllo passivo delle vibrazioni sismiche 98
Modellazione degli edifici tradizionali in muratura portante 98
Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers 96
ISOLAMENTO E DISSIPAZIONE SUPPLEMENTARE ALLA BASE DI EDIFICI UBICATI IN PROSSIMITA' DI FAGLIE 96
Nonlinear response of rc framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes 95
Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes 93
Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes 93
Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan 93
Effects of the long‐term behaviour of isolation devices on the seismic response of base‐isolated buildings 93
Displacement-based seismic design of hysteretic damped braces for retrofitting in-plan irregular r.c. framed structures 92
Behaviour during seismic aftershocks of r.c. base-isolated framed structure with fire-induced damage 92
Seismic vulnerability of fixed-base and base-isolated hospitals: blind comparison between shaking table and numerical tests 92
Residual seismic load capacity of fire-damaged rubber bearings of r.c. base-isolated buildings 91
Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions 91
Displacement-based seismic design procedure for framed buildings with dissipative braces. Part I: Theoretical formulation 91
BEHAVIOUR FACTOR OF RC FRAMES WITH DISSIPATIVE BRACES 91
PROGETTAZIONE E ANALISI SISMICA NON LINEARE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 91
Nonlinear response of base-isolated buildings under near-fault ground motions 90
Nonlinear modeling and analysis of r.c. spatial frames to study the effects of the vertical component of near-fault ground motions 90
Wind and earthquake dynamic responses of fire-exposed steel framed structures 89
Effetti della componente verticale di accelerazione sulla risposta di strutture intelaiate con isolamento alla base soggette a terremoti near-fault 89
PROGETTAZIONE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 89
JETPACS project: Shaking Table and Numerical Results for a Steel Frame with Hysteretic Dampers 89
Tecniche costruttive in uso agli inizi del '900 in Calabria e loro influenza sugli effetti del terremoto 88
Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings 87
La ricostruzione e le nuove tecniche edilizie 87
Seismic demand of base-isolated irregular structures subjected to pulse-type earthquakes 87
Effects of Near-Fault Earthquakes on the Nonlinear Response of Fire-Damaged R.C. Base-Isolated Structures 87
Totale 11.687
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Categoria #
all - tutte 104.995
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 104.995
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021177 0 0 0 0 0 0 0 0 0 0 0 177
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
2025/20268.961 1.076 339 754 1.078 1.636 466 896 387 493 756 654 426
Totale 19.227