IRIS
DE MATTEIS, Gianfranco
 Distribuzione geografica
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Continente #
NA - Nord America 7.842
EU - Europa 7.010
AS - Asia 4.042
SA - Sud America 458
AF - Africa 26
Continente sconosciuto - Info sul continente non disponibili 16
OC - Oceania 8
Totale 19.402
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Nazione #
US - Stati Uniti d'America 7.786
UA - Ucraina 1.737
SG - Singapore 1.391
CN - Cina 1.305
GB - Regno Unito 1.218
TR - Turchia 1.172
IE - Irlanda 1.126
SE - Svezia 725
FR - Francia 660
DE - Germania 493
BR - Brasile 429
IT - Italia 380
FI - Finlandia 320
RU - Federazione Russa 250
IN - India 61
CA - Canada 29
JP - Giappone 27
BE - Belgio 19
MX - Messico 17
BD - Bangladesh 14
EU - Europa 14
IL - Israele 14
PL - Polonia 14
HK - Hong Kong 13
CZ - Repubblica Ceca 9
ES - Italia 9
GR - Grecia 8
LT - Lituania 8
AR - Argentina 7
JO - Giordania 7
RO - Romania 7
UZ - Uzbekistan 7
ZA - Sudafrica 7
AU - Australia 6
EC - Ecuador 6
CO - Colombia 5
IR - Iran 4
NL - Olanda 4
PT - Portogallo 4
SA - Arabia Saudita 4
AL - Albania 3
DZ - Algeria 3
EG - Egitto 3
IQ - Iraq 3
KE - Kenya 3
MA - Marocco 3
PK - Pakistan 3
RS - Serbia 3
SC - Seychelles 3
TN - Tunisia 3
VE - Venezuela 3
AZ - Azerbaigian 2
BG - Bulgaria 2
BO - Bolivia 2
BY - Bielorussia 2
CL - Cile 2
JM - Giamaica 2
ME - Montenegro 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PA - Panama 2
PY - Paraguay 2
QA - Qatar 2
SK - Slovacchia (Repubblica Slovacca) 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
AT - Austria 1
BH - Bahrain 1
CH - Svizzera 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
GL - Groenlandia 1
HN - Honduras 1
HR - Croazia 1
ID - Indonesia 1
KH - Cambogia 1
KR - Corea 1
KZ - Kazakistan 1
LB - Libano 1
MD - Moldavia 1
NO - Norvegia 1
OM - Oman 1
PH - Filippine 1
PR - Porto Rico 1
PS - Palestinian Territory 1
SV - El Salvador 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 19.402
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Città #
Jacksonville 1.832
Chandler 1.582
Dublin 1.121
Southend 994
Singapore 814
Princeton 645
Izmir 642
Nanjing 440
Cambridge 298
Wilmington 252
Dearborn 244
Beijing 180
Nanchang 162
Santa Clara 159
The Dalles 134
Boardman 104
Ashburn 92
Ann Arbor 89
Hebei 88
Woodbridge 87
Shenyang 79
Grevenbroich 73
Kunming 59
Norwalk 56
Tianjin 56
Jiaxing 51
Orange 51
Los Angeles 47
Hangzhou 46
Changsha 37
Altamura 35
São Paulo 32
Caserta 30
Helsinki 23
Milan 21
Lanzhou 20
Francavilla Al Mare 17
New York 17
Rome 17
Brussels 16
London 15
Rio de Janeiro 15
Seattle 15
Brooklyn 14
Curitiba 13
Hong Kong 13
Washington 13
Changchun 12
Munich 12
San Francisco 12
Toronto 12
Warsaw 12
Belo Horizonte 11
Dallas 11
Jinan 11
Ningbo 11
Falls Church 10
Andover 9
Ankara 9
Charlotte 9
Chiaravalle 9
Secaucus 9
Auburn Hills 8
Brno 8
Latina 8
Salerno 8
Amman 7
Boston 7
Chieti 7
Mexico City 7
Moscow 7
Tashkent 7
Tokyo 7
Chicago 6
Dhaka 6
Hanover 6
Manchester 6
Stockholm 6
Brasília 5
Campinas 5
Guangzhou 5
Hefei 5
Houston 5
Manaus 5
Montreal 5
Santo André 5
São Bernardo do Campo 5
Walnut 5
Aversa 4
Caxias do Sul 4
Edinburgh 4
Florence 4
Guarulhos 4
Guayaquil 4
Johannesburg 4
Leawood 4
Molise 4
Montesilvano 4
Nürnberg 4
Pescara 4
Totale 11.208
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Nome #
Post Damage Assessment of the L'Aquila, Abruzzi April 6, 2009 Earthquake 153
Piano di Ricostruzione del Centro storico di Cocullo 124
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 105
Valutazione della risposta sismica della chiesa abbaziale di Fossanova mediante analisi numeriche e sperimentali su un modello in larga scala 97
Damage identification of monumental masonry structures: the case of Fossanova gothic church 92
Aluminium T-stub connections: additional parametric analysis for the evaluation of effective width 89
Experimentally based calibration of a FE model for numerical analysis of masonry shear panels strengthened by metal sheathing 88
Seismic response of the Fossanova gothic church: numerical analysis and experimental validation 87
A design formulation for dissipative metal shear panels 87
Influenza dei collegamenti sulla risposta di case d’emergenza con struttura a pannelli metallici sottoposte ad azioni orizzontali 85
Seismic vulnerability evaluation of the Fossanova Gothic church 84
Experimental and numerical modal identification of the Fossanova Gothic Cathedral 84
Seismic analysis of the Fossanova Gothic Church by numerical models and comparison with experimental tests 84
A concentrated plasticity model for hardening material structures 84
Structural Features of Gothic Style Churces in the Earthquake prone Mediterranean Area 83
A Survey on Ductile Design of MR Steel Frames 82
Development of a Finite Element Model of a Church Damaged during the 2009 L’Aquila Earthquake 81
Hysteretic response of buckling inhibited pure aluminium shear panels 80
Steel dual frames protected by dampers with pinched hysteretic cycles”, in proceedings of International workshop “HSS-SERF 80
Seismic Response of Steel Mrfs with Special Devices Characterized by Pinching Affected Hysteretic Cycles 80
Damage Identification of Masonry Structures Under Seismic Excitation 79
Robust design of steel framed buildings against extreme loading 78
Structural Performance of Ancient Wooden Beams: Experimental Analysis 78
Studio numerico e sperimentale su pannelli a taglio di alluminio puro “bracing type” 78
Analisi sismica della chiesa abbaziale di Fossanova mediante modelli numerici e sperimentali 78
Modelli numerici predittivi di pannelli a taglio in alluminio puro ad instabilità impedita 78
Simplified Assessment of the Seismic Vulnerability of Churches After the 2009 L’Aquila Earthquake 78
Use of shear panels for seismic protection of steel structures 77
Behaviour of aluminium structures in fire 77
Metal shear panels for seismic protection of frame structures 77
Aluminum Shear Panels for Seismic Protection of Framed Structures: Review of Recent Experimental Studies 76
On the experimental response of bracing type pure aluminium stiffened shear panels 76
A mathematical model interpreting the cyclic behaviour of steel beam-to-column joints 76
Seismic Performance of Frames with Different Dampers 76
Analysis of behaviour of costruction under impact and explosions: Approaches for structural analysis, from material modeling to structural responcse 76
Hydrocarbon explosion loading 75
A new Classification criterion for aluminium Cross-sections 75
T-stub aluminium alloy joints 75
Numerical evaluation of the hysteretic performance of pure aluminium shear panels 75
Analisi agli elementi finiti del comportamento di giunti T-stub in alluminio 75
Ambient vibration tests on three religious buildings in Goriano Sicoli damged during the 2009 L’Aquila earthquake 75
Mechanical behavior evaluation of pure aluminum by static and dynamic tests 75
Peak pressure in flats due to gas explosion 74
Numerical evaluation of the seismic response of the Fossanova cathedral based on experimental dynamic identification 74
Risposta a taglio di pannelli murari tozzi rinforzati mediante elementi metallici: prove sperimentali ed analisi numeriche mediante un approccio smeared cracking 74
Parametric Analysis of Welded Aluminium T-Stub Connections 74
Numerical and experimental analysis of three strengthening techniques applied on three large scale models in the frame of PROHITECH project 74
Pure aluminium shear panels as dissipative devices in moment-resisting steel frames 74
Structural Individuation of Damages Occurred on St. Gemma Church in Goriano Sicoli during the 2009 L’Aquila Earthquake 74
Sull’uso Di Pannelli Dissipativi Ad Instabilità Impedita 74
Valutazione del contributo dissipativo dei pannelli di completamento per la progettazione antisismica dei telai di acciaio 73
Design of steel structures-Eurocode 3 - Worked examples 73
Seismic performance of MR steel frames stiffened by light-weight cladding panels 72
Full-scale experimental study on the seismic upgrading of an existing R.C. frame by means of slender steel 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
Analisi sperimentale sul comportamento strutturale di collegamenti di lamiere di acciaio 72
Identification of the mechanical properties of ancient soft timber by means of non-destructive tests 72
Hysteretic behaviour of bracing-type pure aluminium shear panels by experimental tests 72
Prestazione Sismica di Telai in Acciaio Dotati di Diversi Dispositivi di Protezione Passiva 72
Detrimental effects due to buckling on perforated angle members strength 72
Passive control of MR steel frames by means of hysteretic dissipative systems 71
Experimental analysis on mechanical connections for ancient chestnut beams 71
Flexural and shear behaviour of ancient wooden beams: experimental and theoretical evaluation 71
Effect of lightweight cladding panels on the seismic performance of moment resisting steel frames 71
Simplified analytical modeling of compact pure aluminium shear panels 71
Mechanical behaviour evaluation of pure aluminium by static and dynamic tests 71
Experimental Analysis of Partially Buckling Inhibited Pure Aluminium Shear Panels 71
Seismic retrofitting of steel and concrete structures using low-yield strength shear panels 70
The PROHITECH project: a summary of the ongoing activity 70
Coupled instabilities in pure aluminium shear panels 70
The influence of connection modelling on the seismic response of MR steel frames 70
T-stub Aluminium Joints: the Influence of Behavioural Parameters 70
Seismic protection of high-rise building by aluminium shear panels: A design Application 70
Pure Aluminium Hysteretic Devices for Seismic Protection of Buildings 70
Non linear numerical analysis on masonry shear walls retrofitted with metal sheathing 70
Plastic buckling behaviour of pure aluminium multi-stiffened shear panels 69
L'influenza della modellazione dei collegamenti sulla risposta sismica dei telai di acciaio 69
Experimental analysis of aluminium T-stubs: tests under monotonic loading 69
Behaviour of aluminium alloy structures under fire 69
Inelastic flexural strength of aluminium alloy structures 69
Prove cicliche su pannelli a taglio di alluminio puro: modelli numerici 69
Cyclic behaviour of Bracing Type Pure Aluminium Shear Panels (BTPASPs): Experimental and Numerical Analysis 69
A new approach for the inelastic analysis of hardening components 69
Fem Modelling Masonry Shear Walls Strengthened With Metal Sheathing 69
Inelastic behaviour of I-shaped aluminium beams 68
Eurocode 9 approach for cross-sectional classification of aluminium alloy members 68
Full-scale test on existing RC frame reinforced with slender shear steel plates 68
Seismic resisting structures with dissipative systems based on pure aluminium stiffened shear panels: experimental and numerical simulations 68
Seismic upgrading of existing RC buildings by slender steel shear panels: a full-scale experimental investigation 68
Structural Behaviour of Sandwich Panel Shear Walls: an Experimental Analysis 68
Introduction to Impact and Explosion Resistance 68
Dynamic response of infilled multistorey steel frames 68
Behaviour factors of steel frames with dampers with pinched hysteretic cycles 68
Rotational Capacity of I-shaped aluminium Beams: A Numerical Study 67
Effect of Gas Explosion on RC Buildings with Structural key elements 67
Design of aluminium T-stub joints: calibration of analytical methods 67
Effects of high temperature on the resistance of aluminium alloy structures 67
Full-Scale testing of different seismic upgrading techniques on an existing RC building 67
Totale 7.641
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Categoria #
all - tutte 80.332
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 80.332
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201 0 0 0 0 0 0 0 0 0 0 0 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
2024/20253.231 286 665 480 69 38 60 102 341 369 199 393 229
Totale 19.619