IRIS
DE MATTEIS, Gianfranco
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 11.373
EU - Europa 8.084
AS - Asia 7.194
SA - Sud America 823
AF - Africa 81
Continente sconosciuto - Info sul continente non disponibili 16
OC - Oceania 11
Totale 27.582
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 11.238
SG - Singapore 2.892
CN - Cina 2.100
UA - Ucraina 1.742
GB - Regno Unito 1.257
TR - Turchia 1.187
IE - Irlanda 1.126
RU - Federazione Russa 1.024
FR - Francia 762
SE - Svezia 736
BR - Brasile 720
DE - Germania 539
VN - Vietnam 485
IT - Italia 426
FI - Finlandia 322
IN - India 122
BD - Bangladesh 63
KR - Corea 62
CA - Canada 61
MX - Messico 47
HK - Hong Kong 44
AR - Argentina 43
JP - Giappone 43
PL - Polonia 35
IQ - Iraq 30
SA - Arabia Saudita 26
ZA - Sudafrica 21
PK - Pakistan 20
BE - Belgio 19
ES - Italia 18
ID - Indonesia 16
MA - Marocco 16
CO - Colombia 15
IL - Israele 15
JO - Giordania 15
UZ - Uzbekistan 15
EU - Europa 14
LT - Lituania 13
EC - Ecuador 12
EG - Egitto 11
CL - Cile 10
NL - Olanda 10
CZ - Repubblica Ceca 9
GR - Grecia 9
RO - Romania 8
TN - Tunisia 8
AU - Australia 7
KE - Kenya 7
PY - Paraguay 7
VE - Venezuela 7
JM - Giamaica 6
LB - Libano 6
PH - Filippine 6
UY - Uruguay 6
IR - Iran 5
MY - Malesia 5
OM - Oman 5
PT - Portogallo 5
AE - Emirati Arabi Uniti 4
AL - Albania 4
BH - Bahrain 4
DZ - Algeria 4
NP - Nepal 4
AZ - Azerbaigian 3
BG - Bulgaria 3
BO - Bolivia 3
CR - Costa Rica 3
HR - Croazia 3
KZ - Kazakistan 3
NI - Nicaragua 3
PS - Palestinian Territory 3
RS - Serbia 3
SC - Seychelles 3
SN - Senegal 3
TT - Trinidad e Tobago 3
AO - Angola 2
AT - Austria 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
DO - Repubblica Dominicana 2
GE - Georgia 2
HN - Honduras 2
KW - Kuwait 2
ME - Montenegro 2
NZ - Nuova Zelanda 2
PA - Panama 2
QA - Qatar 2
SK - Slovacchia (Repubblica Slovacca) 2
SV - El Salvador 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BW - Botswana 1
CG - Congo 1
CH - Svizzera 1
ET - Etiopia 1
GA - Gabon 1
GL - Groenlandia 1
GT - Guatemala 1
KH - Cambogia 1
KI - Kiribati 1
Totale 27.573
Salva come PNG Salva come JPEG
Città #
Singapore 2.011
Jacksonville 1.834
Chandler 1.582
San Jose 1.407
Dublin 1.121
Southend 994
Princeton 645
Izmir 642
Ashburn 520
Dallas 511
Nanjing 440
Beijing 332
Cambridge 298
Tongling 285
Council Bluffs 270
Wilmington 252
Dearborn 244
Los Angeles 188
Santa Clara 180
Ho Chi Minh City 164
Nanchang 163
Buffalo 145
The Dalles 134
Hanoi 133
Boardman 105
Ann Arbor 89
Hebei 88
Woodbridge 87
Moscow 86
Redondo Beach 79
Shenyang 79
Grevenbroich 73
São Paulo 67
New York 64
Seoul 61
Kunming 59
Tianjin 57
Norwalk 56
Jiaxing 51
Orange 51
Hangzhou 46
Changsha 37
Munich 36
Altamura 35
Hong Kong 35
Brooklyn 33
Caserta 30
Warsaw 27
Da Nang 26
London 26
Milan 26
Seattle 25
Frankfurt am Main 24
Helsinki 23
Rio de Janeiro 23
Rome 23
Chennai 20
Lanzhou 20
Tokyo 20
Curitiba 19
San Francisco 19
Toronto 19
Boston 18
Chicago 18
Montreal 18
Orem 18
Francavilla Al Mare 17
Stockholm 17
Baghdad 16
Brussels 16
Haiphong 16
Amman 15
Dhaka 15
Phoenix 15
Tashkent 15
Ankara 14
Manchester 14
Mexico City 14
Washington 14
Denver 13
Belo Horizonte 12
Changchun 12
Houston 12
Jeddah 12
Hải Dương 11
Jinan 11
Ningbo 11
Secaucus 11
Charlotte 10
Falls Church 10
Johannesburg 10
Andover 9
Biên Hòa 9
Campinas 9
Chiaravalle 9
Elk Grove Village 9
Salerno 9
St Louis 9
Atlanta 8
Auburn Hills 8
Totale 16.723
Salva come PNG Salva come JPEG
Nome #
Post Damage Assessment of the L'Aquila, Abruzzi April 6, 2009 Earthquake 186
Piano di Ricostruzione del Centro storico di Cocullo 167
Seismic vulnerability assessment of the old historic centre of Scanno 152
Aluminium T-stub connections: additional parametric analysis for the evaluation of effective width 146
The ILVA-IDEM project: Full scale pushover test on an existing RC structure – Part I: Experimental results 133
Damage Identification of Masonry Structures Under Seismic Excitation 133
A design formulation for dissipative metal shear panels 130
Experimentally based calibration of a FE model for numerical analysis of masonry shear panels strengthened by metal sheathing 128
Valutazione della risposta sismica della chiesa abbaziale di Fossanova mediante analisi numeriche e sperimentali su un modello in larga scala 128
Damage identification of monumental masonry structures: the case of Fossanova gothic church 127
Aluminum Shear Panels for Seismic Protection of Framed Structures: Review of Recent Experimental Studies 125
Seismic analysis of the Fossanova Gothic Church by numerical models and comparison with experimental tests 124
Ambient vibration tests on three religious buildings in Goriano Sicoli damged during the 2009 L’Aquila earthquake 123
Seismic response of the Fossanova gothic church: numerical analysis and experimental validation 123
Fe models for evaluating damages in churches hit by l'aquila earthquake 123
Structural Individuation of Damages Occurred on St. Gemma Church in Goriano Sicoli during the 2009 L’Aquila Earthquake 123
Seismic vulnerability evaluation of the Fossanova Gothic church 121
Structural Features of Gothic Style Churces in the Earthquake prone Mediterranean Area 119
Experimental and numerical modal identification of the Fossanova Gothic Cathedral 119
A concentrated plasticity model for hardening material structures 119
Seismic Response of Steel Mrfs with Special Devices Characterized by Pinching Affected Hysteretic Cycles 118
Analisi sismica della chiesa abbaziale di Fossanova mediante modelli numerici e sperimentali 117
A new Classification criterion for aluminium Cross-sections 116
Simplified Assessment of the Seismic Vulnerability of Churches After the 2009 L’Aquila Earthquake 116
Development of a Finite Element Model of a Church Damaged during the 2009 L’Aquila Earthquake 114
Analisi agli elementi finiti del comportamento di giunti T-stub in alluminio 112
Parametric Analysis of Welded Aluminium T-Stub Connections 112
Seismic design of Steel Moment Resisting frames-European Versus American Practice 112
A Survey on Ductile Design of MR Steel Frames 111
Analisi sperimentale sul comportamento strutturale di collegamenti di lamiere di acciaio 111
Analysis of behaviour of costruction under impact and explosions: Approaches for structural analysis, from material modeling to structural responcse 111
Mechanical behaviour evaluation of pure aluminium by static and dynamic tests 111
Adeguamento sismico di una struttura esistente in c.a. mediante pannelli a taglio di acciaio: la soluzione progettuale proposta 110
Influenza dei collegamenti sulla risposta di case d’emergenza con struttura a pannelli metallici sottoposte ad azioni orizzontali 110
Modelli numerici predittivi di pannelli a taglio in alluminio puro ad instabilità impedita 110
A mathematical model interpreting the cyclic behaviour of steel beam-to-column joints 109
Dissipative metal shear panels for seismic design of steel frames 108
Identification of the mechanical properties of ancient soft timber by means of non-destructive tests 108
Analytical models for cladding panels under monotonic and cyclic shear loads 108
Sull’uso Di Pannelli Dissipativi Ad Instabilità Impedita 108
Studio numerico e sperimentale su pannelli a taglio di alluminio puro “bracing type” 107
An innovative methodology for seismic retrofitting of existing RC buildings by metal shear panels 107
Steel dual frames protected by dampers with pinched hysteretic cycles”, in proceedings of International workshop “HSS-SERF 107
Metal shear panels for seismic protection of frame structures 106
Numerical evaluation of the seismic response of the Fossanova cathedral based on experimental dynamic identification 106
Seismic Performance of Frames with Different Dampers 106
Valutazione speditiva della vulnerabilità sismica delle chiese dell’Abruzzo citeriore mediante applicazione della scheda Machro 106
T-stub aluminium alloy joints 105
Hysteretic response of buckling inhibited pure aluminium shear panels 105
On the experimental response of bracing type pure aluminium stiffened shear panels 105
Prove cicliche su pannelli a taglio di alluminio puro: modelli numerici 105
Risposta a taglio di pannelli murari tozzi rinforzati mediante elementi metallici: prove sperimentali ed analisi numeriche mediante un approccio smeared cracking 105
Simplified analytical modeling of compact pure aluminium shear panels 105
Fem Modelling Masonry Shear Walls Strengthened With Metal Sheathing 105
Non linear numerical analysis on masonry shear walls retrofitted with metal sheathing 105
Full-scale experimental study on the seismic upgrading of an existing R.C. frame by means of slender steel shear panels 104
A new approach for the inelastic analysis of hardening components 104
Use of shear panels for seismic protection of steel structures 103
Classificazione tipologica e scenari di danno di chiese colpite dal terremoto del Centro Italia 2016 103
Experimental analysis of aluminium T-stubs: tests under monotonic loading 102
Risposta strutturale di container per uso abitativo soggetti ad azioni eoliche 102
Seismic resisting structures with dissipative systems based on pure aluminium stiffened shear panels: experimental and numerical simulations 102
Hysteretic behaviour of bracing-type pure aluminium shear panels by experimental tests 102
Experimental Analysis of Partially Buckling Inhibited Pure Aluminium Shear Panels 102
Behaviour of aluminium structures in fire 101
Aluminium alloy bolted connections in shear 101
Detrimental effects due to buckling on perforated angle members strength 101
Pure aluminium shear panels as dissipative devices in moment-resisting steel frames 101
Effective length of aluminium T-stub connections by parametric analysis 101
Use of shear panels for seismic up-grading of existing structures 100
Numerical evaluation of the hysteretic performance of pure aluminium shear panels 100
Valutazione del contributo dissipativo dei pannelli di completamento per la progettazione antisismica dei telai di acciaio 99
Behaviour of aluminium alloy structures under fire 99
Analisi Comparativa di telai in acciaio duali con e senza pannelli metallici dissipativi 99
Hydrocarbon explosion loading 98
The influence of connection modelling on the seismic response of MR steel frames 98
Structural Performance of Ancient Wooden Beams: Experimental Analysis 98
Seismic protection of high-rise building by aluminium shear panels: A design Application 98
On the effective length of metal t-stub connections with thick flanges 98
Robust design of steel framed buildings against extreme loading 97
Design of steel structures-Eurocode 3 - Worked examples 97
Effect of lightweight cladding panels on the seismic performance of moment resisting steel frames 97
Comparative analysis of dual steel frames with dissipative metal shear panels 97
Seismic performance of MR steel frames stiffened by light-weight cladding panels 96
Effects of high temperature on the resistance of aluminium alloy structures 96
Experimental analysis on mechanical connections for ancient chestnut beams 96
Peak pressure in flats due to gas explosion 96
Comportamento instabile di profili angolari forati 96
Prestazione Sismica di Telai in Acciaio Dotati di Diversi Dispositivi di Protezione Passiva 96
European Versus American Practice for Seismic Designof Steel Moment Resisting Frames (MRFs) 96
Mechanical behavior evaluation of pure aluminum by static and dynamic tests 96
Passive control of MR steel frames by means of hysteretic dissipative systems 95
T-stub Aluminium Joints: the Influence of Behavioural Parameters 95
Cyclic behaviour of Bracing Type Pure Aluminium Shear Panels (BTPASPs): Experimental and Numerical Analysis 95
Seismic Vulnerability Assessment of Churches at Large Territorial Scale: Calibration of a Methodology on the Basis of the 2009 L'aquila Earthquake 95
Q-factor evaluation of moment resisting steel frames with semi-rigid connections by applying different approaches 94
Flexural and shear behaviour of ancient wooden beams: experimental and theoretical evaluation 94
Numerical and experimental analysis of three strengthening techniques applied on three large scale models in the frame of PROHITECH project 94
Design of dissipative aluminium shear panels: comparison between numerical and experimental results 93
L'influenza della modellazione dei collegamenti sulla risposta sismica dei telai di acciaio 93
Totale 10.886
Salva come PNG Salva come JPEG
Categoria #
all - tutte 110.084
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 110.084
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202193 0 0 0 0 0 0 0 0 0 0 0 93
2021/2022965 6 5 6 65 122 9 27 108 76 11 155 375
2022/20233.962 364 246 134 538 441 911 251 311 534 63 91 78
2023/20241.176 137 75 92 54 37 285 317 60 1 10 4 104
2024/20254.194 286 665 480 69 38 60 102 341 369 199 393 1.192
2025/20267.223 614 469 805 655 433 467 1.295 471 902 679 405 28
Totale 27.805