IRIS
MAZZA, FABIO
 Distribuzione geografica
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Continente #
NA - Nord America 7.193
AS - Asia 6.673
EU - Europa 3.400
SA - Sud America 2.039
AF - Africa 359
Continente sconosciuto - Info sul continente non disponibili 222
OC - Oceania 25
AN - Antartide 2
Totale 19.913
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Nazione #
US - Stati Uniti d'America 6.843
SG - Singapore 2.571
BR - Brasile 1.504
UA - Ucraina 1.102
VN - Vietnam 1.071
CN - Cina 1.068
DE - Germania 718
IT - Italia 625
BD - Bangladesh 449
HK - Hong Kong 381
SE - Svezia 239
TR - Turchia 223
FR - Francia 219
KR - Corea 219
AR - Argentina 190
CA - Canada 189
SN - Senegal 130
IN - India 129
FI - Finlandia 115
GB - Regno Unito 94
IQ - Iraq 92
EC - Ecuador 80
ID - Indonesia 69
MX - Messico 67
PK - Pakistan 66
CO - Colombia 60
ZA - Sudafrica 56
RU - Federazione Russa 55
CL - Cile 51
VE - Venezuela 51
MA - Marocco 49
PE - Perù 39
PY - Paraguay 38
UZ - Uzbekistan 33
SA - Arabia Saudita 32
BE - Belgio 29
PL - Polonia 27
AT - Austria 26
IR - Iran 26
MY - Malesia 26
EG - Egitto 25
RS - Serbia 24
AU - Australia 23
PH - Filippine 23
NL - Olanda 21
JP - Giappone 20
ES - Italia 19
ET - Etiopia 19
IE - Irlanda 19
UY - Uruguay 19
CR - Costa Rica 18
DZ - Algeria 18
KE - Kenya 18
AZ - Azerbaigian 17
NP - Nepal 17
JO - Giordania 16
AE - Emirati Arabi Uniti 15
KZ - Kazakistan 14
DO - Repubblica Dominicana 13
TN - Tunisia 13
HN - Honduras 11
JM - Giamaica 11
OM - Oman 10
PS - Palestinian Territory 10
TW - Taiwan 9
AL - Albania 8
IL - Israele 8
KG - Kirghizistan 8
KW - Kuwait 8
PA - Panama 8
TH - Thailandia 8
EU - Europa 7
QA - Qatar 7
BG - Bulgaria 6
CH - Svizzera 6
LB - Libano 6
NG - Nigeria 6
NI - Nicaragua 6
PR - Porto Rico 6
SY - Repubblica araba siriana 6
TT - Trinidad e Tobago 6
XK - ???statistics.table.value.countryCode.XK??? 6
BO - Bolivia 5
GR - Grecia 5
GT - Guatemala 5
LT - Lituania 5
BA - Bosnia-Erzegovina 4
BY - Bielorussia 4
CI - Costa d'Avorio 4
CZ - Repubblica Ceca 4
GA - Gabon 4
GE - Georgia 4
MD - Moldavia 4
MN - Mongolia 4
PT - Portogallo 4
SV - El Salvador 4
HU - Ungheria 3
KH - Cambogia 3
LU - Lussemburgo 3
RO - Romania 3
Totale 19.661
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Città #
Singapore 1.090
Jacksonville 867
Chandler 565
Council Bluffs 544
San Jose 520
Dearborn 465
Dallas 417
Ho Chi Minh City 411
Boardman 410
Ashburn 395
Hong Kong 374
San Mateo 252
Beijing 250
Hanoi 230
Seoul 214
Lawrence 193
Roxbury 193
Lauterbourg 177
Izmir 168
Shanghai 155
Cambridge 130
Dakar 130
São Paulo 128
Des Moines 119
Hefei 117
Helsinki 109
Ottawa 105
Los Angeles 72
Santa Clara 69
Wilmington 60
New York 59
Ogden 58
Rome 57
Florence 56
Inglewood 55
Ann Arbor 54
Da Nang 52
Haiphong 46
Columbus 44
Milan 44
Orem 43
Seattle 42
Rio de Janeiro 41
Guangzhou 38
Tianjin 38
The Dalles 36
San Francisco 33
Quito 31
Toronto 31
Biên Hòa 29
Tashkent 29
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 22
Guayaquil 22
Cosenza 21
Falkenstein 21
Munich 21
Warsaw 21
Lima 20
Omaha 20
Chennai 19
Erbil 19
Ninh Bình 19
Asunción 18
Bologna 18
Campinas 18
Chicago 18
Dublin 18
Montreal 18
Mumbai 18
Buenos Aires 17
Caracas 17
Frankfurt am Main 17
Guarulhos 17
Hải Dương 17
Lahore 17
Tokyo 17
Amsterdam 16
Ribeirão Preto 16
San José 16
Bogotá 15
Falls Church 15
London 15
Nairobi 15
Naples 15
Riyadh 15
Thái Nguyên 15
Amman 14
Totale 10.811
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Nome #
Influence of previous seismic degradation of r.c. buildings in the case of retrofitting by damped braces 574
A distributed plasticity model to simulate the biaxial behaviour in the nonlinear analysis of spatial framed structures 169
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 164
Analisi Comparativa di Controventi Dissipativi Isteretici e Viscoelastici per il Miglioramento delle Prestazioni Sismiche di Edifici Esistenti in C.A 157
Effects of near-fault vertical earthquakes on the nonlinear incremental response of r.c. base-isolated structures exposed to fire 151
Internal Pounding between Structural Parts of Seismically Isolated Buildings 150
Seismic retrofitting by base-isolation of r.c. framed buildings exposed to different fire scenarios 149
EFFECTS OF IN‑ AND OUT‑OF‑PLANE NONLINEAR MODELLING OF MASONRY INFILLS ON THE SEISMIC RESPONSE OF R.C. FRAMED BUILDINGS 149
Improvement of the seismic performance of r.c. framed buildings with soft storeys by hysteretic damped braces 147
ANALISI SISMICA DI TELAI IN C.A. IRRIGIDITI DA CONTROVENTI CON DISSIPATORI VISCOSI O VISCOELASTICI 147
NONLINEAR DYNAMIC BEHAVIOUR OF BASE-ISOLATED BUILDINGS WITH THE FRICTION PENDULUM SYSTEM SUBJECTED TO NEAR-FAULT EARTHQUAKES 146
Dynamic Response of Steel Framed Structures Fire-Retrofitted with Viscoelastic-Damped Braces 144
Base-isolation against out-of-plane seismic damage of masonry infills in existing hospitals 143
Analisi non lineare di travi composte in acciaio-calcestruzzo 142
Base-isolation of a hospital pavilion against in-plane-out-of-plane seismic collapse of masonry infills 141
Analisi comparativa della risposta dinamica di strutture in acciaio con dissipatori viscoelastici soggette ad azioni eoliche o sismiche 141
A plastic-damage hysteretic model to reproduce strength stiffness degradation 141
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 140
Mitigation of Seismic Pounding between Adjacent Buildings by means of Isolation and Supplemental Dissipation at the Base 138
Design of hysteretic damped braces for the seismic retrofitting of in-elevation irregularly infilled r.c. framed structures 138
Advanced shear and axial laws of bearings in the nonlinear seismic analysis of r.c. buildings 137
An efficient nonlinear beam model for the analysis of r.c. spatial frames under vertical component of near-fault ground motions 136
Concave surface base-isolation system against seismic pounding of irregular adjacent buildings 136
A numerical model for the nonlinear seismic analysis of three-dimensional r.c. frames 135
Base-isolation systems for the seismic retrofitting of r.c. framed buildings with soft-storey subjected to near-fault earthquakes 132
Comparative Study of R.C. Buildings Retrofitted with Elastomeric and Friction Bearings under Near-Fault Earthquakes 131
Adeguamento antisismico con controventi dissipativi isteretici di edifici in c.a. progettati secondo le normative sismiche italiane degli ultimi cinquanta anni 129
Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular r.c. framed structures 128
Seismic retrofitting of buildings with damped braces by using a computer-aided design procedure 128
A simplified procedure for the aseismic design of framed buildings with dissipative braces 127
Analisi della vulnerabilità sismica di edifici scolastici adeguati mediante controventi dissipativi 126
Structural and non‐structural numerical blind prediction of shaking table experimental tests on fixed‐base and base‐isolated hospitals 125
A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building 124
Dissipative steel exoskeletons for the seismic control of reinforced concrete framed buildings 124
Displacement-Based Design of Hysteretic Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 123
EDDY CURRENT DAMPED INTERCONNECTION FOR MITIGATION OF INTERNAL POUNDING IN A SEISMICALLY-ISOLATED BUILDING 123
Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces 123
Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area 122
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings 121
Effectiveness of NTC08 Rules for the Design of Base-Isolated Framed Structures Located on a Near-Fault Area 121
EFFECTS OF THE VERTICAL COMPONENT OF NEAR-FAULT EARTHQUAKES ON THE NONLINEAR RESPONSE OF R.C. STRUCTURES RETROFITTED BY DIFFERENT BASE-ISOLATION SYSTEMS 121
Comparison of Design Procedures of Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 120
Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings 120
Nonlinear modelling of the in-plane-out-of-plane interaction in the seismic analysis of masonry infills in r.c. framed buildings 120
Displacement-based design procedure of damped braces for the seismic retrofitting of r.c. framed buildings 118
A hysteretic model based on plastic and damage mechanisms for seismic analysis of inelastic structures 118
Fragility analysis of R.C. seismically-isolated structures with residual mechanical properties after fire exposure 118
Effects of nonlinear modelling of the base-isolation system on the seismic analysis of r.c. buildings 115
Applicazione del metodo proposto da Mazza e Vulcano 114
SEISMIC RETROFITTING OF FRAMED STRUCTURES BY DAMPED BRACES CONSIDERING THE OUT-OF-PLANE RESPONSE OF MASONRY INFILLS 113
In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of r.c.‐framed buildings 113
Static vulnerability of an existing r.c. structure and seismic retrofitting by CFRP and base-isolation: A case study 111
La dissipazione supplementare di energia nella protezione sismica di edifici a struttura intelaiata 110
Seismic retrofitting of in-elevation irregularly infilled r.c. framed structures by hysteretic damped braces 110
Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces and/or viscoelastic dampers 109
Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated r.c. framed buildings 108
DISPLACEMENT-BASED SEISMIC DESIGN OF DAMPED BRACES FOR RETROFITTING IN-ELEVATION IRREGULAR FRAMED STRUCTURES 108
Seismic demand of masonry infills in r.c. structures accounting for the in-plane/out-of-plane interaction 108
Influence of elastomeric bearings in tension on the seismic performance of base-isolated r.C. buildings 108
Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle 107
Modellazione numerica e analitica e verifiche secondo OPCM 3274 107
Residual load capacity of fire-damaged rubber bearings for r.c. base-isolated buildings subjected to near-fault earthquakes 107
In-plane-out-of-plane single and mutual interaction of masonry infills in the nonlinear seismic analysis of RC framed structures 106
Sistemi di controllo passivo delle vibrazioni sismiche 104
Formulation of thin plate finite elements by the Galerkin boundary integral approach 104
PROGETTAZIONE DI CONTROVENTI DISSIPATIVI ISTERETICI PER IL CONTROLLO DEGLI SPOSTAMENTI DI STRUTTURE INTELAIATE IN C.A. 104
Comparative Study of the Nonlinear Response of R.C. Spatial Frames Subjected to Near-Fault and Far-Fault Ground Motions 104
Nonlinear response of r.c. framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes 103
COEFFICIENTE DI STRUTTURA PER TELAI IN C. A. CON CONTROVENTI DISSIPATIVI 103
), Comparative study of the wind and earthquake dynamic responses of steel-framed buildings by using viscoelastic dampers 102
Nonlinear seismic response of r.c. seismically-isolated structures with reduced mechanical properties after fire exposure 102
Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan 102
Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations 101
Effects of the long‐term behaviour of isolation devices on the seismic response of base‐isolated buildings 100
Nonlinear Dynamic Response of RC Buildings with Different Base-Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions. 99
Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers 99
Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes 99
Modellazione degli edifici tradizionali in muratura portante 99
Seismic demand of base-isolated irregular structures subjected to pulse-type earthquakes 98
ISOLAMENTO E DISSIPAZIONE SUPPLEMENTARE ALLA BASE DI EDIFICI UBICATI IN PROSSIMITA' DI FAGLIE 98
Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes 96
Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions 96
Displacement-based seismic design of hysteretic damped braces for retrofitting in-plan irregular r.c. framed structures 96
Nonlinear response of rc framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes 96
BEHAVIOUR FACTOR OF RC FRAMES WITH DISSIPATIVE BRACES 94
PROGETTAZIONE E ANALISI SISMICA NON LINEARE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 94
Behaviour during seismic aftershocks of r.c. base-isolated framed structure with fire-induced damage 94
Jet-Pacs Project: Dynamic Experimental Tests and Numerical Results Obtained for a Steel Frame Equipped with Hysteretic Damped Chevron Braces 94
Residual seismic load capacity of fire-damaged rubber bearings of r.c. base-isolated buildings 93
Nonlinear response of base-isolated buildings under near-fault ground motions 93
PROGETTAZIONE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 93
Seismic vulnerability of fixed-base and base-isolated hospitals: blind comparison between shaking table and numerical tests 93
Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings 92
Displacement-based seismic design procedure for framed buildings with dissipative braces. Part I: Theoretical formulation 92
Nonlinear modeling and analysis of r.c. spatial frames to study the effects of the vertical component of near-fault ground motions 92
JETPACS project: Shaking Table and Numerical Results for a Steel Frame with Hysteretic Dampers 91
Tecniche costruttive in uso agli inizi del '900 in Calabria e loro influenza sugli effetti del terremoto 91
Wind and earthquake dynamic responses of fire-exposed steel framed structures 90
La ricostruzione e le nuove tecniche edilizie 90
Effetti della componente verticale di accelerazione sulla risposta di strutture intelaiate con isolamento alla base soggette a terremoti near-fault 90
Totale 12.092
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Categoria #
all - tutte 109.767
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 109.767
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.406 0 0 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
2025/20269.005 1.076 339 754 1.078 1.636 466 896 387 493 756 654 470
2026/2027642 469 104 69 0 0 0 0 0 0 0 0 0
Totale 19.913