IRIS
CAMATA, Guido
 Distribuzione geografica
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Continente #
NA - Nord America 3.550
EU - Europa 3.189
AS - Asia 2.553
SA - Sud America 437
AF - Africa 26
Continente sconosciuto - Info sul continente non disponibili 12
OC - Oceania 5
Totale 9.772
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Nazione #
US - Stati Uniti d'America 3.471
IT - Italia 1.168
SG - Singapore 1.066
CN - Cina 883
UA - Ucraina 404
IE - Irlanda 373
TR - Turchia 283
BR - Brasile 277
SE - Svezia 248
GB - Regno Unito 243
DE - Germania 166
FR - Francia 161
RU - Federazione Russa 99
VN - Vietnam 96
PE - Perù 93
FI - Finlandia 76
IN - India 61
ES - Italia 48
AT - Austria 45
NL - Olanda 42
CA - Canada 38
JP - Giappone 33
PL - Polonia 31
HK - Hong Kong 29
MX - Messico 29
AR - Argentina 19
BE - Belgio 15
ZA - Sudafrica 15
BD - Bangladesh 14
PK - Pakistan 14
EC - Ecuador 13
IR - Iran 13
PT - Portogallo 13
CH - Svizzera 12
EU - Europa 11
VE - Venezuela 11
KR - Corea 10
PH - Filippine 8
CO - Colombia 7
LT - Lituania 7
CL - Cile 6
DK - Danimarca 6
GR - Grecia 6
MY - Malesia 6
NO - Norvegia 6
AL - Albania 5
ID - Indonesia 5
IQ - Iraq 5
PY - Paraguay 5
CR - Costa Rica 4
OM - Oman 4
UY - Uruguay 4
UZ - Uzbekistan 4
AE - Emirati Arabi Uniti 3
AU - Australia 3
HR - Croazia 3
NI - Nicaragua 3
SA - Arabia Saudita 3
TH - Thailandia 3
CZ - Repubblica Ceca 2
EG - Egitto 2
ET - Etiopia 2
HU - Ungheria 2
JO - Giordania 2
PA - Panama 2
RO - Romania 2
BO - Bolivia 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
EE - Estonia 1
GE - Georgia 1
GI - Gibilterra 1
GY - Guiana 1
HN - Honduras 1
IL - Israele 1
KE - Kenya 1
KW - Kuwait 1
KZ - Kazakistan 1
LI - Liechtenstein 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MA - Marocco 1
MT - Malta 1
NG - Nigeria 1
NP - Nepal 1
NR - Nauru 1
NZ - Nuova Zelanda 1
PS - Palestinian Territory 1
SC - Seychelles 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 9.772
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Città #
Singapore 697
Jacksonville 503
Chandler 480
Dublin 371
Beijing 251
Ashburn 232
Dallas 208
Princeton 205
Izmir 174
Nanjing 153
Southend 139
Dearborn 95
Los Angeles 86
Ann Arbor 80
Wilmington 80
Cambridge 76
Pescara 75
Lima 70
Santa Clara 67
Milan 54
Nanchang 49
Tongling 48
New York 46
The Dalles 46
Altamura 42
Redondo Beach 40
Buffalo 39
Ho Chi Minh City 39
Woodbridge 37
Vienna 35
Boardman 34
Rome 34
Shenyang 34
Francavilla Al Mare 32
Genoa 30
Chieti 29
Tianjin 28
Hong Kong 27
Kunming 27
Hebei 23
Warsaw 23
Jiaxing 22
São Paulo 22
Washington 21
Isernia 20
Naples 20
Redwood City 20
Hanoi 19
Norwalk 19
Tokyo 19
Hangzhou 17
Shenzhen 17
Montreal 15
Council Bluffs 14
Munich 14
Brussels 13
Genova 13
Guangzhou 13
Houston 13
Rio de Janeiro 13
Johannesburg 12
Phoenix 12
San Vito Chietino 12
Stockholm 12
Amsterdam 11
Changsha 11
Chennai 11
Frankfurt am Main 11
Hefei 11
Jinan 11
London 11
Napoli 11
Notaresco 11
Zhengzhou 11
Bologna 10
Brooklyn 10
Chicago 10
Grevenbroich 10
San Francisco 10
Atlanta 9
Bari 9
Florence 9
Lanciano 9
Palermo 9
Torino 9
Denver 8
Dhaka 8
Ningbo 8
Poplar 8
Porto Alegre 8
Seattle 8
Termoli 8
Belo Horizonte 7
Boulder 7
Campobasso 7
Manila 7
Massa Lombarda 7
Montesilvano 7
Nuremberg 7
Orem 7
Totale 5.536
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Nome #
Analisi statica non lineare delle Torri degli Asinelli 309
Advanced frame element for seismic analysis of masonry structures: model formulation and validation 185
Post Damage Assessment of the L'Aquila, Abruzzi April 6, 2009 Earthquake 169
Seismic analysis of masonry buildings: equivalent frame approach with fiber beam elements 152
SEISMIC GROUND RESPONSE ANALYSIS AT THE SITE OF SAN FELICE CHURCH IN POGGIO PICENZE (L’AQUILA, ITALY) 147
Assessment survey of public school buildings after August 2016 Italy Earthquake: preliminary results 143
Collapse limit state definition for seismic assessment of code-conforming RC buildings 139
Multi-criteria analysis of five reinforcement options for Peruvian confined masonry walls 138
Input Sismico Multidirezionale: Regole di Combinazione Direzionale e di Progetto 134
Influence of ground motion selection methods on seismic directionality effects 132
Nonlinear analysis of masonry structures using fiber-section line elements 122
Identificazione strutturale di una torre in muratura per la messa a punto del modello numerico 121
Analysis of the performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls 118
Determination of Wind Pattern Inside an Urban Area Through a Mesoscale-Microscale Approach 117
Regularization of first order computational homogenization for multiscale analysis of masonry structures 116
Strengthened infilled RC frames: Continuum and macro modeling in nonlinear finite element analysis 115
LINEE GUIDA PER LE ANALISI NONLINEARI DI EDIFICI ESISTENTI IN CEMENTO ARMATO 114
A probability-based approach for the definition of the expected seismic damage evaluated with non-linear time-history analyses 111
Valutazione e Gestione del Rischio delle Infrastrutture Idrauliche: Lineeguida per lo sviluppo di una metodologia integrata 111
Seismic safety assessment of the tower of S.Maria Maggiore Cathedral in Guardiagrele, Italy 109
null 108
Seismic performance of bridges during the 2016 Central Italy earthquakes 105
Masonry Infilled Frame Structures : State-of-the-Art Review of Numerical Modeling 104
Analysis of Test Specimens for Cohesive Near-Bond Failure of Fiber-Reinforced Polymer-Plated Concrete 103
PROBLEMATICHE CONNESSE ALLA DESCRIZIONE DEL MOTO SISMICO 101
Linear/Nonlinear dynamic analysis and seismic assessment of an existing viaduct 99
Un caso abruzzese: la Strada Statale 16. Lo stato di conservazione dei ponti 99
"Nonlinear soil-structure interaction of a curved bridge on the Italian Tollway A25 98
Seismic Demand Sensitivity of Reinforced Concrete Structures to Ground Motion Selection and Modification Methods 98
Prefabricated responsive diagrids for holistic renovation of existing MID-RISE RC buildings 98
Experimental assessment of confined masonry walls retrofitted with SRG under lateral cyclic loads 98
Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings 97
Applications of the first draft of the new Italian Guidelines for the seismic vulnerability assesment of bridges 95
Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls 95
Structural Behaviour and Retrofitting of Adobe Masonry Buildings Structural Rehabilitation of Old Buildings 94
Evaluation of the Glass Fiber Reinforced Polymer (GFRP) Deck Panel for the O’Fallon Park Bridge 93
Simplified Stochastic Modeling and Simulation of Unidirectional Fiber Reinforced Composites 92
The use of continuum models for analyzing adobe structures 92
Numerical simulation of an adobe wall under in-plane loading 92
Rintc project: Nonlinear dynamic analyses of Italian code-conforming reinforced concrete buildings for risk of collapse assessment 91
Reliability of Equivalent-Frame Models for Masonry Walls with Irregular Openings 90
Modeling frp strengthened reinforced concrete structural members using nonlinear finite elements 90
Comportamento strutturale di tubi in polimero fibro rinforzato 89
Alternative approach for reproducing the in-plane behaviour of rubble stone walls 89
Numerical investigation of non-linear equivalent-frame models for regular masonry walls 88
Confined Masonry Shear Walls: Experimental Testing and Analysis 88
Pushover analysis of confined masonry walls using a 3D macro-modelling approach 88
Out of plane seismic resistance of walls: collapse mechanisms and retrofit techniques 86
Evaluation of GFRP Honeycomb Beams for the O'Fallon Park Bridge 85
Comparison Between Phenomenological and Fiber-Section Non-linear Models 85
Experimental and Nonlinear Finite Element Studies of RC Beams Strengthened with FRP Plates 83
A Multiscale Approach for Creating Boundary Conditions for Building Energy Analysis 83
Nonlinear models and nonlinear procedures or seismic analysis of reinforced concrete frame structures 82
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 82
SAFETY ANALISYS OF THE BELL TOWER OF S. MARIA MAGGIORE CATHEDRAL IN GUARDIAGRELE (ITALY) 81
Micro-scale continuous and discrete numerical models for nonlinear analysis of masonry shear walls 81
Challenges in Licensure in an International Context 79
Numerical modeling of in-plane behaviour of adobe walls 78
“A Risk Analysis Framework for the Safety Assessment of Dams in Italy 78
Failure Mode Analyses of Reinforced Concrete Beams Strengthened in Flexure with Externally Bonded Fiber Reinforced Polymers 77
null 76
Static and fatigue load performance of a GFRP honeycomb bridge deck 75
Masonry infilled frame structures: State-of-the-art review of numerical modelling 75
The effect of the vertical component of the earthquake on a regular masonry wall 74
Validation of non-linear equivalent-frame models for irregular masonry walls 73
Numerical Macro-Modeling of unreinforced Masonry Structures: A critical appraisal 72
Simplified Stochastic Modeling and Simulation of Unidirectional Fiber Reinforced Composites 70
Numerical validation of equivalent-frame models for URM walls. 70
An overview of the design approach to strengthen existing reinforced concrete structures with SRG 70
Modeling and Testing Fiber Reinforced Polymers in Civil Structures 68
Evaluation of the Ground Motion Amplification at Poggio Picenze (Italy) 68
null 67
Non-linear dynamic analysis of a full-scaled unreinforced adobe module 67
Expected Ground Motion at the Historical Site of Poggio Picenze, Central Italy, with reference to current Italian Building Code 67
ELT dome and telescope: A unique prototype in a highly seismic context 67
Rebuilding L’Aquila following the 2009 Earthquake: Priorities and Perspectives 64
null 64
Sufficiency assessment of intensity measures for natural and spectral-matched ground motion records 62
null 62
null 62
The integrated structural, energetic and architectural approach for sustainable requalification of reinforced concrete buildings. 62
Cyclic shear-compression testing of brick masonry walls repaired and retrofitted with basalt textile reinforced mortar 62
Elastic and inelastic parameters for representing the seismic in-plane behaviour of adobe walls 61
In-plane shear behaviour by diagonal compression testing of brick masonry walls strengthened with basalt and steel textile reinforced mortars 61
Performance of concrete filled FRP tubes in flexure 58
Finite element models and future uses for confined masonry 57
Modeling FRP strengthened reinforced concrete structural members using nonlinear fracture mechanics 55
Shaking table test and numerical analyses of a full scale three-leaf masonry wall 54
Non-linear dynamic analysis of an adobe module 54
Parametric Studies of RC Beams Strengthened in Flexure with Externally Bonded FRP 53
Engineering demand parameters for the definition of the collapse limit state for code-conforming reinforced concrete buildings 53
null 52
Brittle-Failures of RC Structural Members Strengthened with Fiber Reinforced Polymers 52
Seismic Vulnerability and Strengthening of heritage structures using advanced analysis 52
null 52
Nonlinear Modeling of Debonding Failure of RC Structural Members Strengthened with FRP Laminates 51
High Temperature Flexural Strengthening with Externally Bonded FRP Reinforcement 51
null 51
Effects of Multi-Directional Seismic Input on Non-Linear Static Analysis of Existing Reinforced Concrete Structures 50
Nonlinear Fracture mechanics analysis of brittle failure modes of post-strengthening aged/damaged Reinforced Concrete structural members with Fiber Reinforced Polymer materials 50
Totale 8.900
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Categoria #
all - tutte 43.455
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 43.455
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021326 0 0 0 0 0 119 17 15 38 72 30 35
2021/2022484 13 4 30 27 16 11 13 33 56 17 97 167
2022/20231.488 147 145 101 136 153 309 100 104 189 30 52 22
2023/2024795 65 25 67 56 67 175 122 40 16 33 22 107
2024/20251.791 99 256 185 52 104 55 80 97 299 89 189 286
2025/20261.860 310 191 388 463 393 115 0 0 0 0 0 0
Totale 10.098