IRIS
MAZZA, Fabio
 Distribuzione geografica
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Continente #
NA - Nord America 4.360
EU - Europa 2.519
AS - Asia 1.232
AF - Africa 139
SA - Sud America 41
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 8
AN - Antartide 2
Totale 8.319
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Nazione #
US - Stati Uniti d'America 4.239
UA - Ucraina 1.070
DE - Germania 652
SG - Singapore 507
CN - Cina 429
IT - Italia 346
SE - Svezia 233
TR - Turchia 178
SN - Senegal 125
CA - Canada 117
FI - Finlandia 64
KR - Corea 44
BE - Belgio 26
AT - Austria 25
GB - Regno Unito 22
IR - Iran 21
IN - India 20
FR - Francia 19
AU - Australia 17
RS - Serbia 16
BR - Brasile 15
IE - Irlanda 15
PE - Perù 13
EU - Europa 7
ET - Etiopia 6
MA - Marocco 6
SA - Arabia Saudita 6
IQ - Iraq 5
RU - Federazione Russa 5
CL - Cile 4
JP - Giappone 4
NL - Olanda 4
PL - Polonia 4
AR - Argentina 3
EC - Ecuador 3
LU - Lussemburgo 3
PH - Filippine 3
VN - Vietnam 3
CO - Colombia 2
CZ - Repubblica Ceca 2
ES - Italia 2
GS - Georgia del Sud e Isole Sandwich Australi 2
ID - Indonesia 2
PR - Porto Rico 2
PT - Portogallo 2
A1 - Anonimo 1
AE - Emirati Arabi Uniti 1
AL - Albania 1
BA - Bosnia-Erzegovina 1
BD - Bangladesh 1
BG - Bulgaria 1
CR - Costa Rica 1
EG - Egitto 1
FK - Isole Falkland (Malvinas) 1
HU - Ungheria 1
JM - Giamaica 1
KG - Kirghizistan 1
KH - Cambogia 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LT - Lituania 1
MD - Moldavia 1
MK - Macedonia 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PK - Pakistan 1
SK - Slovacchia (Repubblica Slovacca) 1
TW - Taiwan 1
ZA - Sudafrica 1
Totale 8.319
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Città #
Jacksonville 866
Chandler 564
Dearborn 464
Boardman 410
Singapore 351
San Mateo 252
Lawrence 193
Roxbury 193
Izmir 166
Shanghai 151
Cambridge 130
Dakar 125
Des Moines 119
Ashburn 108
Ottawa 101
Beijing 69
Helsinki 64
Wilmington 60
Ogden 58
Inglewood 55
Ann Arbor 54
Florence 51
Seoul 43
Guangzhou 29
San Francisco 27
Brussels 26
Seattle 26
Grafing 25
Vienna 25
Rome 23
Los Angeles 21
Rende 19
Brooklyn 15
Dublin 15
Falls Church 15
Cosenza 14
Nanjing 12
Santa Clara 12
Toronto 12
Bologna 10
Milan 10
Redwood City 10
Bari 9
Munich 9
Wuhan 9
Redmond 8
Trujillo 8
Berlin 7
Frankfurt am Main 7
Jiaxing 7
Jinan 7
Norwalk 7
Opština Aranđelovac 7
Canberra 6
Caulonia 6
Centro 6
Hefei 6
Melbourne 6
Shenzhen 6
Ashena 5
Camerino 5
Haikou 5
Lima 5
Pune 5
Riyadh 5
Rossano 5
Spezzano Albanese 5
Xi'an 5
Amsterdam 4
Chicago 4
Gunzenhausen 4
London 4
New York 4
Pavia 4
Salerno 4
San Vincenzo La Costa 4
Sydney 4
Washington 4
Gimigliano 3
Giresun 3
Jinhua 3
Kunming 3
Nanchang 3
Palermo 3
Paris 3
Sant'Arpino 3
Shenyang 3
Anagni 2
Baghdad 2
Bareggio 2
Bogotá 2
Caserta 2
Castrolibero 2
Cesena 2
Charlotte 2
Chongqing 2
Clifton 2
Concepción 2
Cremona 2
Delhi 2
Totale 5.252
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Nome #
Analisi Comparativa di Controventi Dissipativi Isteretici e Viscoelastici per il Miglioramento delle Prestazioni Sismiche di Edifici Esistenti in C.A 77
A distributed plasticity model to simulate the biaxial behaviour in the nonlinear analysis of spatial framed structures 76
ANALISI SISMICA DI TELAI IN C.A. IRRIGIDITI DA CONTROVENTI CON DISSIPATORI VISCOSI O VISCOELASTICI 70
A plastic-damage hysteretic model to reproduce strength stiffness degradation 70
Analisi comparativa della risposta dinamica di strutture in acciaio con dissipatori viscoelastici soggette ad azioni eoliche o sismiche 68
Base-isolation systems for the seismic retrofitting of r.c. framed buildings with soft-storey subjected to near-fault earthquakes 68
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 67
EFFECTS OF IN‑ AND OUT‑OF‑PLANE NONLINEAR MODELLING OF MASONRY INFILLS ON THE SEISMIC RESPONSE OF R.C. FRAMED BUILDINGS 67
Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle 66
A simplified procedure for the aseismic design of framed buildings with dissipative braces 66
Adeguamento antisismico con controventi dissipativi isteretici di edifici in c.a. progettati secondo le normative sismiche italiane degli ultimi cinquanta anni 66
Advanced shear and axial laws of bearings in the nonlinear seismic analysis of r.c. buildings 65
COEFFICIENTE DI STRUTTURA PER TELAI IN C. A. CON CONTROVENTI DISSIPATIVI 64
Nonlinear modelling of the in-plane-out-of-plane interaction in the seismic analysis of masonry infills in r.c. framed buildings 64
Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular r.c. framed structures 62
Nonlinear response of r.c. framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes 62
In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of r.c.‐framed buildings 62
Analisi della vulnerabilità sismica di edifici scolastici adeguati mediante controventi dissipativi 61
Effects of nonlinear modelling of the base-isolation system on the seismic analysis of r.c. buildings 61
Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes 60
Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers 60
Dynamic Response of Steel Framed Structures Fire-Retrofitted with Viscoelastic-Damped Braces 60
Fragility analysis of R.C. seismically-isolated structures with residual mechanical properties after fire exposure 60
An efficient nonlinear beam model for the analysis of r.c. spatial frames under vertical component of near-fault ground motions 59
Influence of previous seismic degradation of r.c. buildings in the case of retrofitting by damped braces 58
PROGETTAZIONE DI CONTROVENTI DISSIPATIVI ISTERETICI PER IL CONTROLLO DEGLI SPOSTAMENTI DI STRUTTURE INTELAIATE IN C.A. 58
A numerical model for the nonlinear seismic analysis of three-dimensional r.c. frames 58
BEHAVIOUR FACTOR OF RC FRAMES WITH DISSIPATIVE BRACES 58
Design of hysteretic damped braces for the seismic retrofitting of in-elevation irregularly infilled r.c. framed structures 58
Seismic retrofitting of in-elevation irregularly infilled r.c. framed structures by hysteretic damped braces 58
Displacement-based design procedure of damped braces for the seismic retrofitting of r.c. framed buildings 57
Behaviour during seismic aftershocks of r.c. base-isolated framed structure with fire-induced damage 57
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 57
Analisi non lineare di travi composte in acciaio-calcestruzzo 56
EFFECTS OF THE VERTICAL COMPONENT OF NEAR-FAULT EARTHQUAKES ON THE NONLINEAR RESPONSE OF R.C. STRUCTURES RETROFITTED BY DIFFERENT BASE-ISOLATION SYSTEMS 56
Seismic retrofitting by base-isolation of r.c. framed buildings exposed to different fire scenarios 56
Nonlinear response of rc framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes 56
Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area 55
Effectiveness of NTC08 Rules for the Design of Base-Isolated Framed Structures Located on a Near-Fault Area 55
Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces and/or viscoelastic dampers 55
A hysteretic model based on plastic and damage mechanisms for seismic analysis of inelastic structures 55
Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations 54
Comparison of Design Procedures of Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 54
Applicazione del metodo proposto da Mazza e Vulcano 54
Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings 54
Nonlinear Dynamic Response of RC Buildings with Different Base-Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions. 53
Static vulnerability of an existing r.c. structure and seismic retrofitting by CFRP and base-isolation: A case study 53
Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces 53
Wind and earthquake dynamic responses of fire-exposed steel framed structures 52
Residual seismic load capacity of fire-damaged rubber bearings of r.c. base-isolated buildings 52
Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings 52
Displacement-Based Design of Hysteretic Dissipative Braces for the Seismic Retrofitting of R.C. Framed Buildings 52
Nonlinear seismic response of r.c. seismically-isolated structures with reduced mechanical properties after fire exposure 52
Concave surface base-isolation system against seismic pounding of irregular adjacent buildings 52
Seismic retrofitting of buildings with damped braces by using a computer-aided design procedure 52
Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated r.c. framed buildings 51
Improvement of the seismic performance of r.c. framed buildings with soft storeys by hysteretic damped braces 50
Nonlinear response of base-isolated buildings under near-fault ground motions 49
Comparative Study of R.C. Buildings Retrofitted with Elastomeric and Friction Bearings under Near-Fault Earthquakes 49
Comparative Study of the Nonlinear Response of R.C. Spatial Frames Subjected to Near-Fault and Far-Fault Ground Motions 49
Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions 48
Base-isolation against out-of-plane seismic damage of masonry infills in existing hospitals 48
Effects of near-fault vertical earthquakes on the nonlinear incremental response of r.c. base-isolated structures exposed to fire 47
DISPLACEMENT-BASED SEISMIC DESIGN OF DAMPED BRACES FOR RETROFITTING IN-ELEVATION IRREGULAR FRAMED STRUCTURES 47
BASE-ISOLATION TECHNIQUES FOR THE SEISMIC PROTECTION OF R.C. FRAMED STRUCTURES SUBJECTED TO NEAR-FAULT GROUND MOTION 47
EDDY CURRENT DAMPED INTERCONNECTION FOR MITIGATION OF INTERNAL POUNDING IN A SEISMICALLY-ISOLATED BUILDING 47
A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building 46
Formulation of thin plate finite elements by the Galerkin boundary integral approach 46
Nonlinear incremental analysis of fire-damaged r.c. base-isolated structures subjected to near-fault ground motions 45
La dissipazione supplementare di energia nella protezione sismica di edifici a struttura intelaiata 45
PROGETTAZIONE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 44
), Comparative study of the wind and earthquake dynamic responses of steel-framed buildings by using viscoelastic dampers 44
Effects of Fire Duration on the Seismic Retrofitting With Hysteretic Damped Braces of r.c. School Buildings 44
Shear modelling of beam-column joints for the nonlinear seismic analysis of r.c. framed structures retrofitted with damped braces 44
Influence of elastomeric bearings in tension on the seismic performance of base-isolated r.C. buildings 44
Residual load capacity of fire-damaged rubber bearings for r.c. base-isolated buildings subjected to near-fault earthquakes 44
Nonlinear seismic analysis of RC framed structures equipped with hysteretic damped braces 43
Sistemi di controllo passivo delle vibrazioni sismiche 43
NONLINEAR DYNAMIC BEHAVIOUR OF BASE-ISOLATED BUILDINGS WITH THE FRICTION PENDULUM SYSTEM SUBJECTED TO NEAR-FAULT EARTHQUAKES 43
Nonlinear dynamic analysis of base-isolated r.c. framed structures with in-elevation irregular masonry infills subjected to near-fault earthquakes 43
Modeling and Nonlinear Seismic Analysis of Framed Structures Equipped with Damped Braces. 43
INDAGINE PARAMETRICA SULLA RISPOSTA SISMICA NON LINEARE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 42
Effetti della componente verticale di terremoti "near-fault" sul comportamento sismico di strutture intelaiate in c.a 42
Effects of Near-Fault Earthquakes on the Nonlinear Response of Fire-Damaged R.C. Base-Isolated Structures 42
PROGETTAZIONE E ANALISI SISMICA NON LINEARE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 42
USO DI INDICI DI DANNEGGIAMENTO NELLA PROGETTAZIONE DI STRUTTURE INTELAIATE CON CONTROVENTI DISSIPATIVI 42
Internal Pounding between Structural Parts of Seismically Isolated Buildings 42
Mitigation of Seismic Pounding between Adjacent Buildings by means of Isolation and Supplemental Dissipation at the Base 41
SEISMIC VULNERABILITY IN CASE OF FIRE OF EXISTING R.C. FRAMED BUILDINGS: MODELLING AND NONLINEAR DYNAMIC ANALYSIS 41
Nonlinear Dynamic Response of RC Buildings with Different base-Isolation Systems Subjected to Near-fault Earthquakes 41
Seismic response of buildings with isolation & supplemental dissipation at the base 41
ISOLAMENTO E DISSIPAZIONE SUPPLEMENTARE ALLA BASE DI EDIFICI UBICATI IN PROSSIMITA' DI FAGLIE 41
Tecniche costruttive in uso agli inizi del '900 in Calabria e loro influenza sugli effetti del terremoto 41
Modellazione numerica e analitica e verifiche secondo OPCM 3274 41
EFFETTI DEI TERREMOTI “NEAR-FAULT” SULLA RISPOSTA DINAMICA NON LINEARE DI STRUTTURE ISOLATE ALLA BASE 41
Dissipative steel exoskeletons for the seismic control of reinforced concrete framed buildings 41
Base-isolation of a hospital pavilion against in-plane-out-of-plane seismic collapse of masonry infills 40
Multicomponent Nonlinear Incremental Dynamic Analysis of r.c. Spatial Framed Structures Subjected to Near-Fault Earthquakes 40
NONLINEAR SEISMIC RESPONSE OF IRREGULARLY MASONRY-INFILLED R.C. FRAMED BUILDINGS RETROFITTED WITH HYSTERETIC DAMPED BRACES 40
SEISMIC RESPONSE OF BRACED FRAMES EQUIPPED WITH DISSIPATIVE DEVICES 40
Totale 5.237
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Categoria #
all - tutte 59.648
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 59.648
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.271 0 0 0 0 142 464 110 196 74 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
2024/20251.068 170 506 48 110 234 0 0 0 0 0 0 0
Totale 8.480