IRIS
MAZZA, Fabio
 Distribuzione geografica
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Continente #
NA - Nord America 4.434
EU - Europa 2.617
AS - Asia 1.664
SA - Sud America 270
AF - Africa 148
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 8
AN - Antartide 2
Totale 9.161
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Nazione #
US - Stati Uniti d'America 4.296
UA - Ucraina 1.072
SG - Singapore 836
DE - Germania 678
CN - Cina 458
IT - Italia 370
SE - Svezia 233
BR - Brasile 225
TR - Turchia 183
SN - Senegal 126
CA - Canada 125
FI - Finlandia 89
KR - Corea 44
HK - Hong Kong 32
BE - Belgio 28
AT - Austria 25
GB - Regno Unito 25
IN - India 23
IR - Iran 21
FR - Francia 19
AU - Australia 17
IQ - Iraq 16
RS - Serbia 16
IE - Irlanda 15
PE - Perù 15
RU - Federazione Russa 14
AR - Argentina 11
MA - Marocco 10
SA - Arabia Saudita 9
NL - Olanda 8
EU - Europa 7
JP - Giappone 7
ET - Etiopia 6
EC - Ecuador 5
CL - Cile 4
CO - Colombia 4
PL - Polonia 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
BD - Bangladesh 3
LU - Lussemburgo 3
OM - Oman 3
PH - Filippine 3
VN - Vietnam 3
ZA - Sudafrica 3
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
ES - Italia 2
GS - Georgia del Sud e Isole Sandwich Australi 2
HN - Honduras 2
ID - Indonesia 2
KE - Kenya 2
KG - Kirghizistan 2
KZ - Kazakistan 2
LT - Lituania 2
MD - Moldavia 2
MX - Messico 2
PK - Pakistan 2
PR - Porto Rico 2
PT - Portogallo 2
TW - Taiwan 2
UZ - Uzbekistan 2
A1 - Anonimo 1
AL - Albania 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BH - Bahrain 1
CR - Costa Rica 1
EG - Egitto 1
FK - Isole Falkland (Malvinas) 1
GE - Georgia 1
GR - Grecia 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
KH - Cambogia 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
MK - Macedonia 1
NI - Nicaragua 1
NO - Norvegia 1
NP - Nepal 1
NZ - Nuova Zelanda 1
SK - Slovacchia (Repubblica Slovacca) 1
SV - El Salvador 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 9.161
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Città #
Jacksonville 866
Chandler 564
Dearborn 464
Boardman 410
Singapore 403
San Mateo 252
Lawrence 193
Roxbury 193
Izmir 167
Shanghai 151
Cambridge 130
Dakar 126
Des Moines 119
Ashburn 108
Ottawa 104
Helsinki 89
Beijing 71
Wilmington 60
Ogden 58
Inglewood 55
Ann Arbor 54
Florence 51
Seoul 43
Hong Kong 32
Guangzhou 31
Seattle 28
Brussels 27
San Francisco 27
Council Bluffs 25
Grafing 25
Vienna 25
Los Angeles 23
Rome 23
Rende 22
Falkenstein 21
Cosenza 20
Toronto 17
Brooklyn 15
Dublin 15
Falls Church 15
São Paulo 15
Nanjing 12
Santa Clara 12
The Dalles 11
Bologna 10
Frankfurt am Main 10
Milan 10
Redwood City 10
Bari 9
Belo Horizonte 9
Messina 9
Munich 9
Rio de Janeiro 9
Wuhan 9
Amsterdam 8
Erbil 8
Redmond 8
Trujillo 8
Berlin 7
Jiaxing 7
Jinan 7
Lima 7
London 7
Norwalk 7
Opština Aranđelovac 7
Brasília 6
Canberra 6
Caulonia 6
Centro 6
Hefei 6
Melbourne 6
Shenzhen 6
Ashena 5
Camerino 5
Haikou 5
Pune 5
Riyadh 5
Rossano 5
Spezzano Albanese 5
Tokyo 5
Xi'an 5
Baghdad 4
Betim 4
Chicago 4
Gunzenhausen 4
New York 4
Pavia 4
Porto Alegre 4
Salerno 4
Salvador 4
San Vincenzo La Costa 4
Sydney 4
Washington 4
Bogotá 3
Chongqing 3
Curitiba 3
Dammam 3
Gimigliano 3
Giresun 3
Jinhua 3
Totale 5.503
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Nome #
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 95
A distributed plasticity model to simulate the biaxial behaviour in the nonlinear analysis of spatial framed structures 90
A plastic-damage hysteretic model to reproduce strength stiffness degradation 89
Analisi Comparativa di Controventi Dissipativi Isteretici e Viscoelastici per il Miglioramento delle Prestazioni Sismiche di Edifici Esistenti in C.A 84
Adeguamento antisismico con controventi dissipativi isteretici di edifici in c.a. progettati secondo le normative sismiche italiane degli ultimi cinquanta anni 83
Influence of previous seismic degradation of r.c. buildings in the case of retrofitting by damped braces 82
Analisi comparativa della risposta dinamica di strutture in acciaio con dissipatori viscoelastici soggette ad azioni eoliche o sismiche 77
Base-isolation systems for the seismic retrofitting of r.c. framed buildings with soft-storey subjected to near-fault earthquakes 77
ANALISI SISMICA DI TELAI IN C.A. IRRIGIDITI DA CONTROVENTI CON DISSIPATORI VISCOSI O VISCOELASTICI 76
Seismic retrofitting of buildings with damped braces by using a computer-aided design procedure 76
EFFECTS OF IN‑ AND OUT‑OF‑PLANE NONLINEAR MODELLING OF MASONRY INFILLS ON THE SEISMIC RESPONSE OF R.C. FRAMED BUILDINGS 74
Advanced shear and axial laws of bearings in the nonlinear seismic analysis of r.c. buildings 71
Fragility analysis of R.C. seismically-isolated structures with residual mechanical properties after fire exposure 71
A simplified procedure for the aseismic design of framed buildings with dissipative braces 70
COEFFICIENTE DI STRUTTURA PER TELAI IN C. A. CON CONTROVENTI DISSIPATIVI 70
Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle 69
Dynamic Response of Steel Framed Structures Fire-Retrofitted with Viscoelastic-Damped Braces 69
In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of r.c.‐framed buildings 69
Analisi della vulnerabilità sismica di edifici scolastici adeguati mediante controventi dissipativi 68
A numerical model for the nonlinear seismic analysis of three-dimensional r.c. frames 68
Analisi non lineare di travi composte in acciaio-calcestruzzo 67
Nonlinear modelling of the in-plane-out-of-plane interaction in the seismic analysis of masonry infills in r.c. framed buildings 67
Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular r.c. framed structures 66
Nonlinear response of r.c. framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes 66
An efficient nonlinear beam model for the analysis of r.c. spatial frames under vertical component of near-fault ground motions 66
Base-isolation against out-of-plane seismic damage of masonry infills in existing hospitals 65
Seismic retrofitting by base-isolation of r.c. framed buildings exposed to different fire scenarios 65
Effects of nonlinear modelling of the base-isolation system on the seismic analysis of r.c. buildings 65
Displacement-based design procedure of damped braces for the seismic retrofitting of r.c. framed buildings 64
Design of hysteretic damped braces for the seismic retrofitting of in-elevation irregularly infilled r.c. framed structures 64
Concave surface base-isolation system against seismic pounding of irregular adjacent buildings 64
A hysteretic model based on plastic and damage mechanisms for seismic analysis of inelastic structures 64
Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes 63
Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers 62
Applicazione del metodo proposto da Mazza e Vulcano 62
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 62
BEHAVIOUR FACTOR OF RC FRAMES WITH DISSIPATIVE BRACES 61
EFFECTS OF THE VERTICAL COMPONENT OF NEAR-FAULT EARTHQUAKES ON THE NONLINEAR RESPONSE OF R.C. STRUCTURES RETROFITTED BY DIFFERENT BASE-ISOLATION SYSTEMS 61
Behaviour during seismic aftershocks of r.c. base-isolated framed structure with fire-induced damage 60
Seismic retrofitting of in-elevation irregularly infilled r.c. framed structures by hysteretic damped braces 60
Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces and/or viscoelastic dampers 60
Nonlinear response of rc framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes 59
Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area 58
PROGETTAZIONE DI CONTROVENTI DISSIPATIVI ISTERETICI PER IL CONTROLLO DEGLI SPOSTAMENTI DI STRUTTURE INTELAIATE IN C.A. 58
Effectiveness of NTC08 Rules for the Design of Base-Isolated Framed Structures Located on a Near-Fault Area 58
Comparison of Design Procedures of Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 58
Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings 57
Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings 57
Static vulnerability of an existing r.c. structure and seismic retrofitting by CFRP and base-isolation: A case study 56
Base-isolation of a hospital pavilion against in-plane-out-of-plane seismic collapse of masonry infills 56
Improvement of the seismic performance of r.c. framed buildings with soft storeys by hysteretic damped braces 56
Nonlinear Dynamic Response of RC Buildings with Different Base-Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions. 55
Wind and earthquake dynamic responses of fire-exposed steel framed structures 55
Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations 55
Comparative Study of R.C. Buildings Retrofitted with Elastomeric and Friction Bearings under Near-Fault Earthquakes 55
Comparative Study of the Nonlinear Response of R.C. Spatial Frames Subjected to Near-Fault and Far-Fault Ground Motions 55
Displacement-Based Design of Hysteretic Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 55
Nonlinear seismic response of r.c. seismically-isolated structures with reduced mechanical properties after fire exposure 55
Internal Pounding between Structural Parts of Seismically Isolated Buildings 55
Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces 55
Residual seismic load capacity of fire-damaged rubber bearings of r.c. base-isolated buildings 54
Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated r.c. framed buildings 54
A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building 54
BASE-ISOLATION TECHNIQUES FOR THE SEISMIC PROTECTION OF R.C. FRAMED STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTION 54
Influence of elastomeric bearings in tension on the seismic performance of base-isolated r.C. buildings 54
Formulation of thin plate finite elements by the Galerkin boundary integral approach 53
Effects of near-fault vertical earthquakes on the nonlinear incremental response of r.c. base-isolated structures exposed to fire 52
), Comparative study of the wind and earthquake dynamic responses of steel-framed buildings by using viscoelastic dampers 52
EDDY CURRENT DAMPED INTERCONNECTION FOR MITIGATION OF INTERNAL POUNDING IN A SEISMICALLY-ISOLATED BUILDING 52
Dissipative steel exoskeletons for the seismic control of reinforced concrete framed buildings 52
DISPLACEMENT-BASED SEISMIC DESIGN OF DAMPED BRACES FOR RETROFITTING IN-ELEVATION IRREGULAR FRAMED STRUCTURES 51
Effects of the long‐term behaviour of isolation devices on the seismic response of base‐isolated buildings 51
Mitigation of Seismic Pounding between Adjacent Buildings by means of Isolation and Supplemental Dissipation at the Base 50
Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions 50
La dissipazione supplementare di energia nella protezione sismica di edifici a struttura intelaiata 50
Seismic demand of masonry infills in r.c. structures accounting for the in-plane/out-of-plane interaction 50
Effects of Fire Duration on the Seismic Retrofitting With Hysteretic Damped Braces of r.c. School Buildings 50
Nonlinear response of base-isolated buildings under near-fault ground motions 49
Shear modelling of beam-column joints for the nonlinear seismic analysis of r.c. framed structures retrofitted with damped braces 49
Nonlinear incremental analysis of fire-damaged r.c. base-isolated structures subjected to near-fault ground motions 47
Residual load capacity of fire-damaged rubber bearings for r.c. base-isolated buildings subjected to near-fault earthquakes 47
INDAGINE PARAMETRICA SULLA RISPOSTA SISMICA NON LINEARE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 46
NONLINEAR SEISMIC RESPONSE OF IRREGULARLY MASONRY-INFILLED R.C. FRAMED BUILDINGS RETROFITTED WITH HYSTERETIC DAMPED BRACES 46
NONLINEAR DYNAMIC BEHAVIOUR OF BASE-ISOLATED BUILDINGS WITH THE FRICTION PENDULUM SYSTEM SUBJECTED TO NEAR-FAULT EARTHQUAKES 46
Sistemi di controllo passivo delle vibrazioni sismiche 45
Nonlinear Dynamic Response of RC Buildings with Different base-Isolation Systems Subjected to Near-fault Earthquakes 45
Effetti della componente verticale di terremoti "near-fault" sul comportamento sismico di strutture intelaiate in c.a 45
PROGETTAZIONE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 45
PROGETTAZIONE E ANALISI SISMICA NON LINEARE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 45
Displacement-based seismic design of hysteretic damped braces for retrofitting in-plan irregular r.c. framed structures 45
Nonlinear dynamic analysis of base-isolated r.c. framed structures with in-elevation irregular masonry infills subjected to near-fault earthquakes 45
Modeling and Nonlinear Seismic Analysis of Framed Structures Equipped with Damped Braces. 45
Nonlinear seismic analysis of RC framed structures equipped with hysteretic damped braces 44
SEISMIC VULNERABILITY IN CASE OF FIRE OF EXISTING R.C. FRAMED BUILDINGS: MODELLING AND NONLINEAR DYNAMIC ANALYSIS 44
MODELLING OF VISCOELASTICALLY DAMPED BRACES USED FOR THE SEISMIC PROTECTION OF FRAMED BUILDINGS 44
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings 43
Seismic demand of base-isolated irregular structures subjected to pulse-type earthquakes 43
Effects of Near-Fault Earthquakes on the Nonlinear Response of Fire-Damaged R.C. Base-Isolated Structures 43
NONLINEAR DYNAMIC RESPONSE OF R.C. BASE-ISOLATED STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTIONS 43
PASSIVO ATTRAVERSO CONTROVENTI DISSIPATIVI 43
Totale 5.850
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Categoria #
all - tutte 70.491
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 70.491
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020285 0 0 0 0 0 0 0 0 0 24 183 78
2020/20211.423 205 8 178 183 5 210 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
2024/20251.950 170 506 48 110 274 128 123 154 334 103 0 0
Totale 9.362