IRIS
BRANDO, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 4.432
EU - Europa 3.462
AS - Asia 2.476
SA - Sud America 345
AF - Africa 28
Continente sconosciuto - Info sul continente non disponibili 13
Totale 10.756
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Nazione #
US - Stati Uniti d'America 4.397
SG - Singapore 1.045
CN - Cina 808
IT - Italia 712
IE - Irlanda 561
UA - Ucraina 539
TR - Turchia 424
GB - Regno Unito 316
SE - Svezia 291
BR - Brasile 289
DE - Germania 269
FR - Francia 231
AT - Austria 152
FI - Finlandia 130
RU - Federazione Russa 116
IN - India 46
BE - Belgio 27
HK - Hong Kong 27
NL - Olanda 22
JP - Giappone 21
PE - Perù 21
BD - Bangladesh 18
PL - Polonia 18
VN - Vietnam 18
AR - Argentina 15
CA - Canada 15
GR - Grecia 13
MX - Messico 13
EU - Europa 12
PT - Portogallo 12
KR - Corea 11
PH - Filippine 10
TW - Taiwan 9
DK - Danimarca 8
ES - Italia 8
LT - Lituania 7
IQ - Iraq 6
KE - Kenya 6
CZ - Repubblica Ceca 5
EC - Ecuador 5
HR - Croazia 5
ZA - Sudafrica 5
BG - Bulgaria 4
CO - Colombia 4
EG - Egitto 4
HU - Ungheria 4
SA - Arabia Saudita 4
TN - Tunisia 4
UZ - Uzbekistan 4
VE - Venezuela 4
IR - Iran 3
MA - Marocco 3
MT - Malta 3
NP - Nepal 3
PA - Panama 3
PK - Pakistan 3
AE - Emirati Arabi Uniti 2
CL - Cile 2
IL - Israele 2
JM - Giamaica 2
ME - Montenegro 2
MY - Malesia 2
PY - Paraguay 2
QA - Qatar 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AO - Angola 1
BO - Bolivia 1
CG - Congo 1
CH - Svizzera 1
CI - Costa d'Avorio 1
DZ - Algeria 1
ET - Etiopia 1
GE - Georgia 1
GL - Groenlandia 1
HN - Honduras 1
IS - Islanda 1
JO - Giordania 1
KZ - Kazakistan 1
LB - Libano 1
LK - Sri Lanka 1
MD - Moldavia 1
OM - Oman 1
PS - Palestinian Territory 1
SC - Seychelles 1
SY - Repubblica araba siriana 1
Totale 10.756
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Città #
Chandler 879
Jacksonville 718
Singapore 704
Dublin 552
Dearborn 331
Princeton 298
Southend 232
Izmir 212
Nanjing 185
Ashburn 165
Beijing 163
Vienna 146
Wilmington 125
Ann Arbor 121
Santa Clara 107
Cambridge 100
The Dalles 91
Nanchang 83
Tongling 70
Pescara 58
Munich 55
Los Angeles 50
Shenyang 45
Altamura 43
Chieti 39
Kunming 38
Milan 36
Boardman 35
Francavilla Al Mare 35
Woodbridge 32
Frankfurt am Main 30
Washington 29
Hong Kong 27
Norwalk 27
Tianjin 27
Brussels 26
Hebei 26
São Paulo 26
Rome 24
Helsinki 21
Changsha 19
Hangzhou 19
Jiaxing 19
Seattle 18
Naples 17
Nuremberg 16
San Francisco 16
Falls Church 14
Dallas 13
New York 13
Rio de Janeiro 12
Bologna 11
Brooklyn 11
Dhaka 11
Grevenbroich 11
Hefei 11
Guangzhou 10
Latina 10
Delft 9
Jinan 9
Lanzhou 9
Napoli 9
Ningbo 9
Boston 8
Council Bluffs 8
Hanoi 8
Lanciano 8
Lappeenranta 8
Lima 8
Redwood City 8
Athens 7
London 7
Montesilvano 7
Orange 7
Roubaix 7
Sanxia District 7
Stockholm 7
Amsterdam 6
Belo Horizonte 6
Bexley 6
Brasília 6
Catania 6
Changchun 6
Charlotte 6
Edinburgh 6
Lisbon 6
Pianella 6
Porto Alegre 6
Toronto 6
Warsaw 6
Aarhus 5
Caserta 5
Chennai 5
Cusco 5
Isernia 5
Las Vegas 5
Manchester 5
Montreal 5
Nairobi 5
Palermo 5
Totale 6.540
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Nome #
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 127
Seismic vulnerability assessment of the old historic centre of Scanno 121
GENESIS: A WEB-BASED PLATFORM FOR MANAGING THE SEISMIC RISK OF HISTORIC CENTRES OF SOUTHERN ITALY 114
Define urban limit conditions by applying performance goals 110
Intervento di Miglioramento Sismico dell'Edificio ospitante l'Istituto Tecnico Commerciale "A. De Nino" e l'Istituto Tecnico per Geometri "R. Morandi" in Sulmona 108
Valutazione e Gestione del Rischio delle Infrastrutture Idrauliche: Lineeguida per lo sviluppo di una metodologia integrata 104
Valutazione della Vulnerabilità Sismica del Centro Storico di Scanno 103
Strength of an aluminum column web in tension 103
Seismic vulnerability assessment of historic centers: description of a predictive method and application to the case study of scanno (Abruzzi, Italy) 103
The effects of L’Aquila earthquake on the St. Gemma church in Goriano Sicoli: part I—damage survey and kinematic analysis 98
An Extensive Survey of the Historic Center of Cusco for Its Seismic Vulnerability Assessment 97
Aluminium T-stub connections: additional parametric analysis for the evaluation of effective width 95
Experimental tests and optimization rules for steel perforated shear panels 95
Predictive model for the seismic vulnerability assessment of small historic centres: Application to the inner Abruzzi Region in Italy 93
Design charts for end-plate beam-to-column steel joints 92
Seismic performance of MR frames protected by viscous or hysteretic dampers 91
A design formulation for dissipative metal shear panels 90
Influenza dei collegamenti sulla risposta di case d’emergenza con struttura a pannelli metallici sottoposte ad azioni orizzontali 89
Seismic vulnerability assessment of churches at regional scale after the 2009 L'Aquila earthquake 89
Damage Probability Matrices for Three-Nave Masonry Churches in Abruzzi after the 2009 LAquila Earthquake 87
Influence of 3d-printing parameters on the mechanical properties of 17-4ph stainless steel produced through selective laser melting 87
Validazione di una procedura numerica per l’analisi di interazione dinamica terreno-fondazione-struttura di telai in acciaio 85
Aluminum Shear Panels for Seismic Protection of Framed Structures: Review of Recent Experimental Studies 84
Development of a Finite Element Model of a Church Damaged during the 2009 L’Aquila Earthquake 84
Seismic Response of Steel Mrfs with Special Devices Characterized by Pinching Affected Hysteretic Cycles 84
Seismic Vulnerability assessment of the old historic centres: the case study of Scanno - Italy 84
Steel dual frames protected by dampers with pinched hysteretic cycles”, in proceedings of International workshop “HSS-SERF 83
Steel Perforated Shear Panels as Dissipative Devices: Part 1- Experimental Tests 83
An extensive survey for the identification of the structural features of the historic center of Cusco 83
A Novel Discontinuum Finite Element Modelling Approach for the Structural Evaluation of Masonry Structures 83
Hysteretic response of buckling inhibited pure aluminium shear panels 82
Metal shear panels for seismic protection of frame structures 82
On the experimental response of bracing type pure aluminium stiffened shear panels 81
Studio numerico e sperimentale su pannelli a taglio di alluminio puro “bracing type” 81
Modelli numerici predittivi di pannelli a taglio in alluminio puro ad instabilità impedita 81
Ambient vibration tests on three religious buildings in Goriano Sicoli damged during the 2009 L’Aquila earthquake 81
The effects of L’aquila earthquake on the St. Gemma church in Goriano Sicoli: part II—fem analysis 81
Simplified Assessment of the Seismic Vulnerability of Churches After the 2009 L’Aquila Earthquake 81
Seismic Performance of Frames with Different Dampers 80
Parametric Analysis of Welded Aluminium T-Stub Connections 80
Structural Individuation of Damages Occurred on St. Gemma Church in Goriano Sicoli during the 2009 L’Aquila Earthquake 79
Analisi numerica e sperimentale del comportamento ciclico di pannelli nervati in lega di alluminio 79
Adeguamento Sismico di Edifici Pubblici: Un Caso Studio con Applicazione di Controventi Metallici 79
Performance of dual steel frames with dissipative metal shear panels 79
Hazard calculation routines for earthquake scenarios 79
Numerical evaluation of the hysteretic performance of pure aluminium shear panels 78
Application of the Liablock_3D Software for the Seismic Vulnerability Assessment of The Castle of Bussi (Italy) 78
Site effects and damage scenarios: The case study of two historic centers following the 2016 Central Italy earthquake 78
Structural Survey and Empirical Seismic Vulnerability Assessment of Dwellings in the Historical Centre of Cusco, Peru 78
Hysteretic behaviour of bracing-type pure aluminium shear panels by experimental tests 77
Discontinuum Finite Element Modelling Approach for Masonry Structures 77
Force-based seismic evaluation of retrofitting interventions of historic masonry castles by 3D rigid block limit analysis 77
Simplified analytical modeling of compact pure aluminium shear panels 76
Detrimental effects due to buckling on perforated angle members strength 76
Sull’uso Di Pannelli Dissipativi Ad Instabilità Impedita 76
Seismic Vulnerability Assessment of Masonry Churches through the Application of probabilistic Methods" 76
Mechanical behavior evaluation of pure aluminum by static and dynamic tests 76
Analisi di interazione dinamica terreno-struttura di edifici in acciaio intelaiati e a controventi concentrici 76
Risposta strutturale di container per uso abitativo soggetti ad azioni eoliche 75
Seismic protection of high-rise building by aluminium shear panels: A design Application 75
Mechanical behaviour evaluation of pure aluminium by static and dynamic tests 74
Prestazione Sismica di Telai in Acciaio Dotati di Diversi Dispositivi di Protezione Passiva 74
Predictive model for seismic vulnerability assessment of churches based on the 2009 L’Aquila earthquake 74
A CARTIS-based method for the rapid seismic vulnerability assessment of minor Italian historical centres 74
Coupled instabilities in pure aluminium shear panels 73
Cyclic behaviour of Bracing Type Pure Aluminium Shear Panels (BTPASPs): Experimental and Numerical Analysis 73
Pure Aluminium Hysteretic Devices for Seismic Protection of Buildings 73
Experimental Analysis of Partially Buckling Inhibited Pure Aluminium Shear Panels 73
Effective length of aluminium T-stub connections by parametric analysis 73
Matrici di Probabilità di Danno per le Chiese Abruzzesi a tre Navate delle Diocesi di Sulmona-Valva e L'Aquila 73
Shear panels for seismic upgrading of new and existing structures 72
Experimental study on stiffened bracing type pure aluminium shear panels (BTPASPs) 72
Seismic resisting structures with dissipative systems based on pure aluminium stiffened shear panels: experimental and numerical simulations 72
Prove cicliche su pannelli a taglio di alluminio puro: modelli numerici 72
Behaviour factors of steel frames with dampers with pinched hysteretic cycles 72
On the effective length of metal t-stub connections with thick flanges 71
Fe models for evaluating damages in churches hit by l'aquila earthquake 71
Reconnaissance report on the 2015 Gorkha earthquake effects in Nepal 71
Abachi di progetto di Giunti Trave-Colonna d’Acciaio: Parte 2-Validazione della Procedura Automatica ed Analisi Parametrica (Design Charts for Steel Beam-to-Column Joints: Part II- Validation of the Automatic Procedure and parametric Analysis). 71
Comportamento instabile di profili angolari forati 70
Analysis of aluminium beam-to-column joints by the component method: Existing studies and research needs 70
Damage Probability Matrices of eight historic centres after the 2009 L'Aquila Earthquake 70
Seismic protection of high-rise buildings by aluminum shear panels: A design application 70
La tecnica constructiva del centro historico de Cusco 70
Pure Aluminium, an innovative Material in Structural Engineering 69
Valutazione della resistenza a trazione dell’anima della colonna nei giunti di alluminio 69
Abachi di progetto di Giunti Trave-Colonna d’Acciaio: Parte 1-un’Automatizzazione del Metodo delle Componenti” (Design Charts for Steel Beam-to-Column Joints: Part I-Component Method Computarization) 69
Experimental and numerical analysis of a multi-stiffened pure aluminium shear panel 68
Prove Sperimentali su Pannelli in Alluminio Puro ad Istabilità Impedita 68
“A Risk Analysis Framework for the Safety Assessment of Dams in Italy 68
Buckling Inhibited Metal Shear Panels: a New Damper Based on the Development of the BRB Concept in the 2D Space 68
Steel Perforated Shear Panels as Dissipative Devices: Part 2- Optimization rules based on FEM models 67
Rivet clamping force of as-built hot-riveted connections in steel bridges 67
Numerical and experimental study on pure aluminium shear panels with welded stiffeners 66
Comportamento meccanico della flangia della colonna inflessa di giunti saldati in alluminio 66
Numerical Analyses on stiffened bracing type pure aluminium shear panels (BTPASPs) 65
Design of multi-stiffened pure aluminium shear panels for passive control devices 65
April 2015 Gorkha Earthquake in Nepal: Field Observations 65
Comparative analysis of dual steel frames with dissipative metal shear panels 65
Classificazione tipologica e scenari di danno di chiese colpite dal terremoto del Centro Italia 2016 65
Totale 8.001
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Categoria #
all - tutte 50.552
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 50.552
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021789 121 24 155 50 80 167 14 6 15 74 56 27
2021/2022617 7 8 16 19 37 13 18 59 64 18 111 247
2022/20232.212 228 249 113 240 205 429 122 168 316 25 76 41
2023/2024908 80 33 75 21 57 222 180 55 15 45 39 86
2024/20252.610 177 398 258 65 87 100 110 171 358 116 314 456
2025/2026212 212 0 0 0 0 0 0 0 0 0 0 0
Totale 11.139