IRIS
IMBIMBO, Maura
 Distribuzione geografica
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Continente #
EU - Europa 4.628
NA - Nord America 4.499
AS - Asia 2.685
SA - Sud America 138
AF - Africa 20
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 4
Totale 11.987
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Nazione #
US - Stati Uniti d'America 4.406
IE - Irlanda 1.208
CN - Cina 1.051
SG - Singapore 844
SE - Svezia 794
DE - Germania 602
RU - Federazione Russa 525
IT - Italia 481
UA - Ucraina 450
HK - Hong Kong 274
TR - Turchia 267
GB - Regno Unito 174
FI - Finlandia 130
BR - Brasile 106
IN - India 96
VN - Vietnam 71
FR - Francia 61
CA - Canada 52
PL - Polonia 37
AT - Austria 29
MX - Messico 28
BE - Belgio 27
ES - Italia 25
JP - Giappone 22
NL - Olanda 17
RO - Romania 15
LU - Lussemburgo 14
AU - Australia 13
AR - Argentina 12
BD - Bangladesh 11
KZ - Kazakistan 11
PE - Perù 9
ZA - Sudafrica 9
CZ - Repubblica Ceca 8
SI - Slovenia 8
LT - Lituania 6
DK - Danimarca 5
IQ - Iraq 5
EU - Europa 4
EC - Ecuador 3
ID - Indonesia 3
PH - Filippine 3
PK - Pakistan 3
AE - Emirati Arabi Uniti 2
BG - Bulgaria 2
CO - Colombia 2
CR - Costa Rica 2
EG - Egitto 2
ET - Etiopia 2
HU - Ungheria 2
IR - Iran 2
KR - Corea 2
MA - Marocco 2
MY - Malesia 2
NP - Nepal 2
PA - Panama 2
PT - Portogallo 2
PY - Paraguay 2
TT - Trinidad e Tobago 2
AM - Armenia 1
AZ - Azerbaigian 1
BF - Burkina Faso 1
BH - Bahrain 1
BO - Bolivia 1
BZ - Belize 1
CL - Cile 1
DZ - Algeria 1
GD - Grenada 1
GE - Georgia 1
GT - Guatemala 1
GY - Guiana 1
HN - Honduras 1
HR - Croazia 1
IL - Israele 1
IM - Isola di Man 1
IS - Islanda 1
JM - Giamaica 1
JO - Giordania 1
KG - Kirghizistan 1
LC - Santa Lucia 1
LK - Sri Lanka 1
LV - Lettonia 1
MD - Moldavia 1
MN - Mongolia 1
MZ - Mozambico 1
OM - Oman 1
PR - Porto Rico 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
SO - Somalia 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
TW - Taiwan 1
UZ - Uzbekistan 1
VE - Venezuela 1
Totale 11.987
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Città #
Dublin 1.206
Chandler 830
Singapore 487
Jacksonville 326
Dallas 305
Rome 288
Ashburn 277
Hong Kong 272
Izmir 247
The Dalles 220
Boardman 207
Nanjing 183
Beijing 179
Hefei 127
Wilmington 121
Ann Arbor 103
Lawrence 103
Princeton 103
Moscow 93
Los Angeles 91
Woodbridge 91
Brooklyn 82
Ogden 80
New York 77
Munich 72
Nanchang 66
Dearborn 60
Kunming 54
Des Moines 47
Cassino 42
Council Bluffs 39
Inglewood 39
Santa Clara 38
Bremen 37
Seattle 37
Pune 36
Changsha 34
Shenyang 34
Tianjin 32
Brandenburg 31
Helsinki 31
Milan 30
Warsaw 30
Grafing 27
Hebei 26
Phoenix 26
Vienna 25
Brussels 23
London 23
Montreal 22
Poplar 22
Tokyo 22
Jiaxing 21
San Francisco 21
Chennai 19
São Paulo 19
Orange 18
Orem 18
Hanoi 17
Stockholm 17
Denver 16
Houston 16
Turku 16
Frankfurt am Main 15
Atlanta 14
Hangzhou 14
Ho Chi Minh City 14
Luxembourg 14
Auburn Hills 13
Changchun 13
Mexico City 13
Assago 12
Manchester 12
Lanzhou 11
Mumbai 11
Toronto 11
Verona 11
Chicago 10
Dong Ket 10
Shanghai 10
Amsterdam 9
Ankara 9
Boston 9
Columbus 9
Querétaro 9
Lappeenranta 8
Norwalk 8
Charlotte 7
Johannesburg 7
Napoli 7
Nuremberg 7
Redwood City 7
San Jose 7
Da Nang 6
New Delhi 6
Ningbo 6
Zhengzhou 6
Brno 5
Genoa 5
Hanover 5
Totale 7.651
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Nome #
A beam finite element for nonlinear analysis of masonry elements with or without fiber-reinforced plastic (FRP) reinforcements. 150
A rigid plastic model of the under-excavation technique applied to stabilise leaning towers 147
A data-driven approach for damage detection: an application to the ASCE steel benchmark structure 144
A Frame Element Model for the Nonlinear Analysis of FRP-Strengthened Masonry Panels Subjected to In-Plane Loads 141
Geotechnical-structural engineering for the preservation of Ninfeo Ponari in Roman Casinum 140
A multi-stage approach for damage detection in structural systems based on flexibility 140
A data fusion based approach for damage detection in linear systems 136
The Role of the Adhesive on the Bond Behavior of SRPs Applied on Masonry Supports: Experimental and Numerical Study 133
A multi-stage data-fusion procedure for damage detection of linear systems based on modal strain energy 131
Bond behaviour of CFRP laminates glued on clay bricks: experimental and numerical study 131
A simple model for evaluating the structural response of masonry structures strengthened by FRP 130
A two-stage approach for the design of grid shells 128
A simple 1D-Finite Element approach for the study of the bond behavior of masonry elements strengthened by FRP 128
A procedure to identify the modal and physical parameters of a classically damped system under seismic motions 126
Analisi di pannelli murari rinforzati con FRP soggetti a sollecitazioni di taglio 123
Effect of transverse steel on the responce of RC beams strengthened in shear by FRP: experimental study 122
An analytical model for the shear responce of beams strengthened with CFRP sheets 122
Damage detection of a steel frame from shake table tests 120
Fragility curves at regional basis for unreinforced masonry buildings prone to out-of-plane mechanisms: the case of Central Italy 119
Analisi non lineare di pannelli e pareti in muratura rinforzati con FRP 118
F.E. stress analysis of rubber bearings under axial loads 118
Identification of structural damage using dynamic input-output measurements 117
Numerical seismic analysis of CEB structures 117
Valutazione della vulnerabilità sismica degli aggregati in muratura : il caso di Borgo San Rocco a Sora (Italia) 117
Stability aspects of elastomeric isolators 116
A linearization technique for non linear systems 116
Experimental results on centrifugated GFRP poles for electric lifelines 115
Indagine sperimentale sulla risposta di travi in c.a. rinforzate a taglio con materiali compositi FRP: influenza dell’armatura trasversale 115
Identificazione dinamica di strutture in muratura: tecniche ed indici di danno 115
Stability of isolators at large horizontal displacements 115
A macro-modelling approach for RC beam-column exterior joints: first results on monotonic behaviour 115
Effectiveness of FRP strengthening of masonry systems of arches and columns 114
Vulnerability of Buildings: From Heritage Building Information Modelling (HBIM) to Seismic Analysis 114
Damage identification of linear system with an incomplete set of input/output measurements 113
Comparison between steel chain reinforcement and FRP strengthening of masonry frames 113
Experimental tests and numerical modeling of reinforced masonry arches 113
GFRP shear strengthening of RC beams 112
Analisi sismica di pareti in muratura rinforzate con FRP. 112
Non linear aspects of elastomeric bearings 112
Damage detection in reduced order models of linear structural systems 112
Optimization of structural patterns for tall buildings: The case of diagrid 112
Reliability based comparison of seismic code criteria for plan irregular buildings 111
The influence of transverse steel and FRP reinfocement configurations on the shear behaviour of RC beams 111
Limit analysis of the Colosseum 111
Time domain identification of steel braced frames: study on the influence of buckling of diagonal members 111
Influence of material stiffening on stability of elastomeric bearings at large displacements 110
Bond Behavior of Historical Clay Bricks Strengthened with Steel Reinforced Polymers (SRP) 110
Reliability based comparison of seismic code criteria for plan irregular buldings 109
Identification of linear structural systems with a limited set of input-output measurements 108
Limit analysis of the external wall of Colosseum 107
Experimental behaviour of RC beams strengthened in shear by frp sheets 107
Structural Optimization of Grid Shells: Design Parameters and Combined Strategies 107
Simple model for bond behavior of masonry elements strengthened with FRP 107
An application of damage detection methods to a real world structure subjected to ground motion excitation 106
A Nonlinear Macro-Model for the Analysis of Monotonic and Cyclic Behaviour of Exterior RC Beam-Column Joints 105
Experimental study on the capacity of RC beams strengthened in shear by CFRP-sheets 104
Appproccio semplificato per il calcolo della resistenza a delaminazione di rinforzi frp applicati su supporti in muratura 103
A data fusion based approach for damage detection in linear systems, 103
Role of fiber reinforced plastic sheets in shear response of reinforced concrete beams: experimental and analytical results. 102
Investigation on the bond behavior of clay bricks reinforced with SRP and SRG strengthening systems 102
Identificazione dinamica nel dominio del tempo di controventi concentrici 101
Ultimate shear of beams strengthened with CFRP sheets 101
Experimental investigation on the bond behaviour of CFRP laminates glued on clay bricks 101
Modeling and numerical analysis of the bond behavior of masonry elements strengthened with SRP/SRG 100
UN MODELLO SEMPLIFICATO PER LA RISPOSTA DI PANNELLI IN MURATURA RINFORZATI CON FRP E CARICATI NEL PIANO 100
Stiffness matrix properties for reduced order models of linear structural systems 100
Optimization Strategies for Grid Shells: The Role of Joints 100
Modeling of the bond behaviour of CFRP laminates glued on clay bricks 99
Damage detection of a RC building subjected to base motion: data-driven methods 99
Experimental Response of RC Beams Strengthened in Shear by FRP Sheets 99
The Knowledge Process in the Seismic Assessment of Masonry Building Aggregates – An Italian Case Study 99
FRP-strengthening of masonry structures: effect of debonding phenomenon 98
Effect of Transverse Steel on the Response of RC Beams Strengthened in Shear by FRP: Experimental Study 98
Damage detection of a steel frame subjected to ground motion 97
Fragility curves for URM buildings typologies in a historical center of Central Italy: the influence of seismic input 96
Design optimization of gridshells equipped with pre-tensioned rods 96
On the structural capacity of masonry arches strengthened by FRP 96
The effect of slenderness on the design of diagrid structures 96
Experimental shear response of RC beams reinforced by CFRP sheets: the influence of transverse steel 96
Identificazione del danno in sistemi lineari a numero ridotto di misurazioni 95
Identification of structural systems with limited number of sensors and actuators 95
The New York Times Building: The Role of Selected Features 95
ADVANCED DESIGN ISSUES AND OPTIMIZATION OF DIAGRID STRUCTURES FOR TALL BUILDINGS. 95
Role of global buckling in the optimization process of grid shells: Design strategies 94
Finite element analysis of masonry panels strengthened with FRPs 93
Damage detetection of reduced order systems 92
Indagine numerico sperimentale sulla delaminazione di laminate in CRFP incollati su mattone in laterizi 91
Dynamic identification and damage detection of a RC building subjected to earthquake excitation 91
Exterior RC beam-column joints: experimental outcomes and modeling issues 91
Numerical investigation on the bond behavior of FRCM strengthening systems 90
Influence of geometric imperfections on the efficacy of optimization approaches for grid-shells 89
Curve di fragilità per meccanismi di collasso fuori piano di tipologie edilizie in muratura rappresentative dell’edificato dei centri storici del basso Lazio 88
Metodologia per la definizione degli interventi a livello di aggregato edilizio e del singolo edificio 87
Territorio protezione e gestione sostenibile 87
Influence of Pretensioned Rods on Structural Optimization of Grid Shells 87
La resistenza di un portale in muratura rinforzato attraverso l'applicazione di materiali compositi 86
null 83
Tecnologie per il monitoraggio strutturale del Ninfeo Ponari di Cassino. Una sperimentazione in collaborazione tra ENEA ed Università di Cassino 82
Metodologia per la definizione degli interventi a livello di aggregato edilizio e del singolo edificio 81
Experimental anaylis of the shear behaviour of RC beams strengthened with GFRP sheets 79
Totale 10.809
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Categoria #
all - tutte 58.892
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 58.892
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021549 0 0 0 0 0 129 4 103 45 113 37 118
2021/2022778 7 0 8 46 39 5 33 56 149 3 158 274
2022/20233.527 248 291 156 246 222 629 1 237 1.386 17 57 37
2023/2024671 66 30 50 32 31 88 28 49 106 4 63 124
2024/20251.958 79 34 178 28 202 32 238 75 686 28 215 163
2025/20262.508 297 680 235 477 682 137 0 0 0 0 0 0
Totale 12.409