IRIS
DE MATTEIS, Gianfranco
 Distribuzione geografica
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Continente #
NA - Nord America 7.629
EU - Europa 6.968
AS - Asia 3.950
SA - Sud America 277
AF - Africa 16
Continente sconosciuto - Info sul continente non disponibili 16
OC - Oceania 8
Totale 18.864
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Nazione #
US - Stati Uniti d'America 7.596
UA - Ucraina 1.734
SG - Singapore 1.335
CN - Cina 1.305
GB - Regno Unito 1.207
TR - Turchia 1.165
IE - Irlanda 1.125
SE - Svezia 721
FR - Francia 659
DE - Germania 491
IT - Italia 379
FI - Finlandia 320
BR - Brasile 257
RU - Federazione Russa 247
IN - India 55
JP - Giappone 23
BE - Belgio 19
CA - Canada 18
EU - Europa 14
IL - Israele 14
HK - Hong Kong 13
MX - Messico 10
CZ - Repubblica Ceca 9
GR - Grecia 8
ES - Italia 7
RO - Romania 7
AU - Australia 6
BD - Bangladesh 6
LT - Lituania 6
EC - Ecuador 5
UZ - Uzbekistan 5
AR - Argentina 4
CO - Colombia 4
IR - Iran 4
JO - Giordania 4
PL - Polonia 4
PT - Portogallo 4
DZ - Algeria 3
EG - Egitto 3
IQ - Iraq 3
NL - Olanda 3
RS - Serbia 3
SC - Seychelles 3
AL - Albania 2
BG - Bulgaria 2
BY - Bielorussia 2
CL - Cile 2
KE - Kenya 2
MA - Marocco 2
ME - Montenegro 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PK - Pakistan 2
PY - Paraguay 2
QA - Qatar 2
SK - Slovacchia (Repubblica Slovacca) 2
TN - Tunisia 2
VE - Venezuela 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
AT - Austria 1
AZ - Azerbaigian 1
BH - Bahrain 1
CH - Svizzera 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
GL - Groenlandia 1
HR - Croazia 1
ID - Indonesia 1
JM - Giamaica 1
KH - Cambogia 1
KR - Corea 1
KZ - Kazakistan 1
LB - Libano 1
MD - Moldavia 1
NO - Norvegia 1
OM - Oman 1
PA - Panama 1
PH - Filippine 1
PS - Palestinian Territory 1
SV - El Salvador 1
TW - Taiwan 1
UY - Uruguay 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 18.864
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Città #
Jacksonville 1.832
Chandler 1.582
Dublin 1.120
Southend 994
Singapore 769
Princeton 645
Izmir 642
Nanjing 440
Cambridge 298
Wilmington 252
Dearborn 244
Beijing 180
Nanchang 162
Santa Clara 154
The Dalles 134
Boardman 104
Ann Arbor 89
Hebei 88
Woodbridge 87
Ashburn 85
Shenyang 79
Grevenbroich 73
Kunming 59
Norwalk 56
Tianjin 56
Jiaxing 51
Orange 50
Hangzhou 46
Changsha 37
Los Angeles 37
Altamura 35
Caserta 30
Helsinki 23
Milan 21
Lanzhou 20
São Paulo 18
Francavilla Al Mare 17
Rome 17
Brussels 16
Seattle 14
Hong Kong 13
London 13
Changchun 12
Washington 12
Jinan 11
Ningbo 11
Rio de Janeiro 11
Toronto 11
Falls Church 10
Munich 10
Andover 9
Chiaravalle 9
Ankara 8
Auburn Hills 8
Brno 8
Latina 8
Salerno 8
Chieti 7
Curitiba 7
Moscow 7
New York 7
Belo Horizonte 6
Hanover 6
Secaucus 6
Brooklyn 5
Guangzhou 5
Hefei 5
Tashkent 5
Walnut 5
Amman 4
Aversa 4
Brasília 4
Campinas 4
Edinburgh 4
Florence 4
Guayaquil 4
Houston 4
Leawood 4
Manaus 4
Mexico City 4
Molise 4
Montesilvano 4
Nürnberg 4
Pescara 4
Santo André 4
São Bernardo do Campo 4
São José dos Campos 4
Barra de São Francisco 3
Bologna 3
Campo Grande 3
Caxias do Sul 3
Centro 3
Charlotte 3
Dallas 3
Dhaka 3
Düsseldorf 3
Fortaleza 3
Frankfurt am Main 3
Lanciano 3
Liège 3
Totale 11.010
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Nome #
Post Damage Assessment of the L'Aquila, Abruzzi April 6, 2009 Earthquake 151
Piano di Ricostruzione del Centro storico di Cocullo 123
Seismic vulnerability assessment of the old historic centre of Scanno 118
The ILVA-IDEM project: Full scale pushover test on an existing RC structure – Part I: Experimental results 104
Valutazione della risposta sismica della chiesa abbaziale di Fossanova mediante analisi numeriche e sperimentali su un modello in larga scala 93
Damage identification of monumental masonry structures: the case of Fossanova gothic church 91
A design formulation for dissipative metal shear panels 87
Experimentally based calibration of a FE model for numerical analysis of masonry shear panels strengthened by metal sheathing 86
Aluminium T-stub connections: additional parametric analysis for the evaluation of effective width 86
Influenza dei collegamenti sulla risposta di case d’emergenza con struttura a pannelli metallici sottoposte ad azioni orizzontali 84
Seismic analysis of the Fossanova Gothic Church by numerical models and comparison with experimental tests 84
Seismic response of the Fossanova gothic church: numerical analysis and experimental validation 84
Structural Features of Gothic Style Churces in the Earthquake prone Mediterranean Area 82
A concentrated plasticity model for hardening material structures 82
A Survey on Ductile Design of MR Steel Frames 81
Experimental and numerical modal identification of the Fossanova Gothic Cathedral 81
Seismic vulnerability evaluation of the Fossanova Gothic church 80
Development of a Finite Element Model of a Church Damaged during the 2009 L’Aquila Earthquake 80
Steel dual frames protected by dampers with pinched hysteretic cycles”, in proceedings of International workshop “HSS-SERF 80
Hysteretic response of buckling inhibited pure aluminium shear panels 79
Analisi sismica della chiesa abbaziale di Fossanova mediante modelli numerici e sperimentali 78
Structural Performance of Ancient Wooden Beams: Experimental Analysis 77
Modelli numerici predittivi di pannelli a taglio in alluminio puro ad instabilità impedita 77
Damage Identification of Masonry Structures Under Seismic Excitation 77
Seismic Response of Steel Mrfs with Special Devices Characterized by Pinching Affected Hysteretic Cycles 77
Metal shear panels for seismic protection of frame structures 76
Robust design of steel framed buildings against extreme loading 76
Studio numerico e sperimentale su pannelli a taglio di alluminio puro “bracing type” 76
Simplified Assessment of the Seismic Vulnerability of Churches After the 2009 L’Aquila Earthquake 76
A new Classification criterion for aluminium Cross-sections 75
A mathematical model interpreting the cyclic behaviour of steel beam-to-column joints 75
Seismic Performance of Frames with Different Dampers 75
Use of shear panels for seismic protection of steel structures 74
T-stub aluminium alloy joints 74
Numerical evaluation of the seismic response of the Fossanova cathedral based on experimental dynamic identification 74
Aluminum Shear Panels for Seismic Protection of Framed Structures: Review of Recent Experimental Studies 74
Analysis of behaviour of costruction under impact and explosions: Approaches for structural analysis, from material modeling to structural responcse 74
Ambient vibration tests on three religious buildings in Goriano Sicoli damged during the 2009 L’Aquila earthquake 74
Parametric Analysis of Welded Aluminium T-Stub Connections 74
Sull’uso Di Pannelli Dissipativi Ad Instabilità Impedita 74
Hydrocarbon explosion loading 73
Behaviour of aluminium structures in fire 73
On the experimental response of bracing type pure aluminium stiffened shear panels 73
Analisi agli elementi finiti del comportamento di giunti T-stub in alluminio 73
Structural Individuation of Damages Occurred on St. Gemma Church in Goriano Sicoli during the 2009 L’Aquila Earthquake 73
Mechanical behavior evaluation of pure aluminum by static and dynamic tests 73
Numerical evaluation of the hysteretic performance of pure aluminium shear panels 72
Adeguamento sismico di una struttura esistente in c.a. mediante pannelli a taglio di acciaio: la soluzione progettuale proposta 72
Risposta strutturale di container per uso abitativo soggetti ad azioni eoliche 72
Design of steel structures-Eurocode 3 - Worked examples 72
Risposta a taglio di pannelli murari tozzi rinforzati mediante elementi metallici: prove sperimentali ed analisi numeriche mediante un approccio smeared cracking 72
Pure aluminium shear panels as dissipative devices in moment-resisting steel frames 72
Valutazione del contributo dissipativo dei pannelli di completamento per la progettazione antisismica dei telai di acciaio 71
Numerical and experimental analysis of three strengthening techniques applied on three large scale models in the frame of PROHITECH project 71
Prestazione Sismica di Telai in Acciaio Dotati di Diversi Dispositivi di Protezione Passiva 71
Detrimental effects due to buckling on perforated angle members strength 71
Peak pressure in flats due to gas explosion 70
Effect of lightweight cladding panels on the seismic performance of moment resisting steel frames 70
Simplified analytical modeling of compact pure aluminium shear panels 70
Identification of the mechanical properties of ancient soft timber by means of non-destructive tests 70
Mechanical behaviour evaluation of pure aluminium by static and dynamic tests 70
Experimental Analysis of Partially Buckling Inhibited Pure Aluminium Shear Panels 70
The PROHITECH project: a summary of the ongoing activity 69
Coupled instabilities in pure aluminium shear panels 69
Full-scale experimental study on the seismic upgrading of an existing R.C. frame by means of slender steel shear panels 69
Inelastic flexural strength of aluminium alloy structures 69
Hysteretic behaviour of bracing-type pure aluminium shear panels by experimental tests 69
Pure Aluminium Hysteretic Devices for Seismic Protection of Buildings 69
Seismic performance of MR steel frames stiffened by light-weight cladding panels 68
Seismic retrofitting of steel and concrete structures using low-yield strength shear panels 68
The influence of connection modelling on the seismic response of MR steel frames 68
Behaviour of aluminium alloy structures under fire 68
Flexural and shear behaviour of ancient wooden beams: experimental and theoretical evaluation 68
A new approach for the inelastic analysis of hardening components 68
Seismic protection of high-rise building by aluminium shear panels: A design Application 68
Non linear numerical analysis on masonry shear walls retrofitted with metal sheathing 68
Behaviour factors of steel frames with dampers with pinched hysteretic cycles 68
Inelastic behaviour of I-shaped aluminium beams 67
Passive control of MR steel frames by means of hysteretic dissipative systems 67
T-stub Aluminium Joints: the Influence of Behavioural Parameters 67
Aluminium alloy bolted connections in shear 67
Cyclic behaviour of Bracing Type Pure Aluminium Shear Panels (BTPASPs): Experimental and Numerical Analysis 67
Fem Modelling Masonry Shear Walls Strengthened With Metal Sheathing 67
Experimental shear response of a single sandwich panel 67
Effective length of aluminium T-stub connections by parametric analysis 67
Effect of Gas Explosion on RC Buildings with Structural key elements 66
Design of dissipative aluminium shear panels: comparison between numerical and experimental results 66
L'influenza della modellazione dei collegamenti sulla risposta sismica dei telai di acciaio 66
Experimental analysis of aluminium T-stubs: tests under monotonic loading 66
Shear panels for seismic upgrading of new and existing structures 66
Dynamic response of infilled multistorey steel frames 66
Analisi sperimentale sul comportamento strutturale di collegamenti di lamiere di acciaio 66
Prove cicliche su pannelli a taglio di alluminio puro: modelli numerici 66
Numerical and experimental analysis of pure aluminium shear panels with welded stiffeners 66
On the effective length of metal t-stub connections with thick flanges 66
Fe models for evaluating damages in churches hit by l'aquila earthquake 66
Plastic buckling behaviour of pure aluminium multi-stiffened shear panels 65
Rotational Capacity of I-shaped aluminium Beams: A Numerical Study 65
Effects of high temperature on the resistance of aluminium alloy structures 65
Experimental analysis on mechanical connections for ancient chestnut beams 65
Totale 7.465
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Categoria #
all - tutte 78.249
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 78.249
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020340 0 0 0 0 0 0 0 0 0 0 339 1
2020/20211.796 307 13 315 7 257 417 10 2 4 283 88 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
2024/20252.693 286 665 480 69 38 60 102 341 369 199 84 0
Totale 19.081