IRIS
BRANDO, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 4.561
EU - Europa 3.504
AS - Asia 2.599
SA - Sud America 370
AF - Africa 32
Continente sconosciuto - Info sul continente non disponibili 13
Totale 11.079
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Nazione #
US - Stati Uniti d'America 4.518
SG - Singapore 1.063
CN - Cina 888
IT - Italia 736
IE - Irlanda 562
UA - Ucraina 540
TR - Turchia 426
GB - Regno Unito 324
BR - Brasile 312
SE - Svezia 293
DE - Germania 269
FR - Francia 231
AT - Austria 152
FI - Finlandia 130
RU - Federazione Russa 116
IN - India 53
BE - Belgio 27
HK - Hong Kong 27
VN - Vietnam 25
JP - Giappone 23
NL - Olanda 22
PE - Perù 21
PL - Polonia 21
BD - Bangladesh 20
CA - Canada 19
AR - Argentina 16
MX - Messico 16
GR - Grecia 13
PT - Portogallo 13
EU - Europa 12
KR - Corea 11
PH - Filippine 10
ES - Italia 9
TW - Taiwan 9
DK - Danimarca 8
LT - Lituania 8
ZA - Sudafrica 7
EC - Ecuador 6
IQ - Iraq 6
KE - Kenya 6
CZ - Repubblica Ceca 5
HR - Croazia 5
SA - Arabia Saudita 5
BG - Bulgaria 4
CO - Colombia 4
EG - Egitto 4
HU - Ungheria 4
MA - Marocco 4
PK - Pakistan 4
TN - Tunisia 4
UZ - Uzbekistan 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
IR - Iran 3
MT - Malta 3
NP - Nepal 3
PA - Panama 3
AO - Angola 2
CL - Cile 2
IL - Israele 2
JM - Giamaica 2
JO - Giordania 2
LB - Libano 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
BO - Bolivia 1
CG - Congo 1
CH - Svizzera 1
CI - Costa d'Avorio 1
DZ - Algeria 1
ET - Etiopia 1
GD - Grenada 1
GE - Georgia 1
GL - Groenlandia 1
HN - Honduras 1
IS - Islanda 1
KZ - Kazakistan 1
LK - Sri Lanka 1
MD - Moldavia 1
OM - Oman 1
PS - Palestinian Territory 1
SC - Seychelles 1
SY - Repubblica araba siriana 1
Totale 11.079
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Città #
Chandler 879
Jacksonville 718
Singapore 711
Dublin 553
Dearborn 331
Princeton 298
Southend 232
Izmir 212
Beijing 208
Ashburn 188
Nanjing 185
Vienna 146
Wilmington 126
Ann Arbor 121
Santa Clara 114
Cambridge 100
The Dalles 91
Nanchang 83
Tongling 70
Los Angeles 59
Pescara 58
Munich 55
Shenyang 45
Altamura 43
Chieti 39
Kunming 38
Milan 38
Boardman 35
Francavilla Al Mare 35
Council Bluffs 34
Woodbridge 32
Frankfurt am Main 30
São Paulo 29
Washington 29
Hong Kong 27
Norwalk 27
Tianjin 27
Brussels 26
Hebei 26
Rome 24
Helsinki 21
Naples 20
Seattle 20
Brooklyn 19
Changsha 19
Hangzhou 19
Jiaxing 19
Hefei 17
San Francisco 17
Dallas 16
New York 16
Nuremberg 16
Torre de' Passeri 16
Falls Church 14
Rio de Janeiro 13
Bologna 11
Dhaka 11
Grevenbroich 11
Boston 10
Guangzhou 10
Latina 10
London 10
Chicago 9
Delft 9
Hanoi 9
Jinan 9
Lanzhou 9
Napoli 9
Ningbo 9
Stockholm 9
Warsaw 9
Chennai 8
Lanciano 8
Lappeenranta 8
Lima 8
Redwood City 8
Athens 7
Belo Horizonte 7
Montesilvano 7
Orange 7
Palermo 7
Roubaix 7
Sanxia District 7
Amsterdam 6
Bexley 6
Brasília 6
Catania 6
Changchun 6
Charlotte 6
Edinburgh 6
Ho Chi Minh City 6
Johannesburg 6
Las Vegas 6
Lisbon 6
Manchester 6
Pianella 6
Porto 6
Porto Alegre 6
Tokyo 6
Toronto 6
Totale 6.729
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Nome #
GENESIS: A WEB-BASED PLATFORM FOR MANAGING THE SEISMIC RISK OF HISTORIC CENTRES OF SOUTHERN ITALY 134
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 128
Seismic vulnerability assessment of the old historic centre of Scanno 123
Intervento di Miglioramento Sismico dell'Edificio ospitante l'Istituto Tecnico Commerciale "A. De Nino" e l'Istituto Tecnico per Geometri "R. Morandi" in Sulmona 111
Define urban limit conditions by applying performance goals 111
Valutazione e Gestione del Rischio delle Infrastrutture Idrauliche: Lineeguida per lo sviluppo di una metodologia integrata 106
Seismic vulnerability assessment of historic centers: description of a predictive method and application to the case study of scanno (Abruzzi, Italy) 106
Valutazione della Vulnerabilità Sismica del Centro Storico di Scanno 105
Strength of an aluminum column web in tension 105
Aluminium T-stub connections: additional parametric analysis for the evaluation of effective width 99
The effects of L’Aquila earthquake on the St. Gemma church in Goriano Sicoli: part I—damage survey and kinematic analysis 99
An Extensive Survey of the Historic Center of Cusco for Its Seismic Vulnerability Assessment 98
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 94
Design charts for end-plate beam-to-column steel joints 93
Seismic performance of MR frames protected by viscous or hysteretic dampers 92
A design formulation for dissipative metal shear panels 92
Influenza dei collegamenti sulla risposta di case d’emergenza con struttura a pannelli metallici sottoposte ad azioni orizzontali 91
Seismic vulnerability assessment of churches at regional scale after the 2009 L'Aquila earthquake 90
Development of a Finite Element Model of a Church Damaged during the 2009 L’Aquila Earthquake 89
Validazione di una procedura numerica per l’analisi di interazione dinamica terreno-fondazione-struttura di telai in acciaio 89
An extensive survey for the identification of the structural features of the historic center of Cusco 88
Influence of 3d-printing parameters on the mechanical properties of 17-4ph stainless steel produced through selective laser melting 88
Aluminum Shear Panels for Seismic Protection of Framed Structures: Review of Recent Experimental Studies 87
Damage Probability Matrices for Three-Nave Masonry Churches in Abruzzi after the 2009 LAquila Earthquake 87
Hysteretic response of buckling inhibited pure aluminium shear panels 85
Parametric Analysis of Welded Aluminium T-Stub Connections 85
Seismic Vulnerability assessment of the old historic centres: the case study of Scanno - Italy 85
Metal shear panels for seismic protection of frame structures 84
Ambient vibration tests on three religious buildings in Goriano Sicoli damged during the 2009 L’Aquila earthquake 84
Seismic Response of Steel Mrfs with Special Devices Characterized by Pinching Affected Hysteretic Cycles 84
Steel Perforated Shear Panels as Dissipative Devices: Part 1- Experimental Tests 84
On the experimental response of bracing type pure aluminium stiffened shear panels 83
Studio numerico e sperimentale su pannelli a taglio di alluminio puro “bracing type” 83
Seismic Performance of Frames with Different Dampers 83
Steel dual frames protected by dampers with pinched hysteretic cycles”, in proceedings of International workshop “HSS-SERF 83
A Novel Discontinuum Finite Element Modelling Approach for the Structural Evaluation of Masonry Structures 83
Modelli numerici predittivi di pannelli a taglio in alluminio puro ad instabilità impedita 82
Detrimental effects due to buckling on perforated angle members strength 82
Structural Individuation of Damages Occurred on St. Gemma Church in Goriano Sicoli 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
Performance of dual steel frames with dissipative metal shear panels 81
Numerical evaluation of the hysteretic performance of pure aluminium shear panels 80
Analisi numerica e sperimentale del comportamento ciclico di pannelli nervati in lega di alluminio 80
Hazard calculation routines for earthquake scenarios 80
Site effects and damage scenarios: The case study of two historic centers following the 2016 Central Italy earthquake 80
Structural Survey and Empirical Seismic Vulnerability Assessment of Dwellings in the Historical Centre of Cusco, Peru 80
Risposta strutturale di container per uso abitativo soggetti ad azioni eoliche 79
Adeguamento Sismico di Edifici Pubblici: Un Caso Studio con Applicazione di Controventi Metallici 79
Predictive model for seismic vulnerability assessment of churches based on the 2009 L’Aquila earthquake 79
Discontinuum Finite Element Modelling Approach for Masonry Structures 79
Application of the Liablock_3D Software for the Seismic Vulnerability Assessment of The Castle of Bussi (Italy) 79
Force-based seismic evaluation of retrofitting interventions of historic masonry castles by 3D rigid block limit analysis 79
Hysteretic behaviour of bracing-type pure aluminium shear panels by experimental tests 78
Simplified analytical modeling of compact pure aluminium shear panels 77
Seismic Vulnerability Assessment of Masonry Churches through the Application of probabilistic Methods" 77
Mechanical behavior evaluation of pure aluminum by static and dynamic tests 77
A CARTIS-based method for the rapid seismic vulnerability assessment of minor Italian historical centres 77
Mechanical behaviour evaluation of pure aluminium by static and dynamic tests 76
Prestazione Sismica di Telai in Acciaio Dotati di Diversi Dispositivi di Protezione Passiva 76
Sull’uso Di Pannelli Dissipativi Ad Instabilità Impedita 76
Analisi di interazione dinamica terreno-struttura di edifici in acciaio intelaiati e a controventi concentrici 76
Coupled instabilities in pure aluminium shear panels 75
Experimental study on stiffened bracing type pure aluminium shear panels (BTPASPs) 75
Seismic resisting structures with dissipative systems based on pure aluminium stiffened shear panels: experimental and numerical simulations 75
Cyclic behaviour of Bracing Type Pure Aluminium Shear Panels (BTPASPs): Experimental and Numerical Analysis 75
Seismic protection of high-rise building by aluminium shear panels: A design Application 75
Effective length of aluminium T-stub connections by parametric analysis 75
Matrici di Probabilità di Danno per le Chiese Abruzzesi a tre Navate delle Diocesi di Sulmona-Valva e L'Aquila 75
Shear panels for seismic upgrading of new and existing structures 74
Experimental Analysis of Partially Buckling Inhibited Pure Aluminium Shear Panels 74
Behaviour factors of steel frames with dampers with pinched hysteretic cycles 74
Prove cicliche su pannelli a taglio di alluminio puro: modelli numerici 73
Pure Aluminium Hysteretic Devices for Seismic Protection of Buildings 73
On the effective length of metal t-stub connections with thick flanges 73
Fe models for evaluating damages in churches hit by l'aquila earthquake 73
Reconnaissance report on the 2015 Gorkha earthquake effects in Nepal 73
La tecnica constructiva del centro historico de Cusco 73
Comportamento instabile di profili angolari forati 72
Pure Aluminium, an innovative Material in Structural Engineering 71
Analysis of aluminium beam-to-column joints by the component method: Existing studies and research needs 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
Damage Probability Matrices of eight historic centres after the 2009 L'Aquila Earthquake 71
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) 71
Seismic protection of high-rise buildings by aluminum shear panels: A design application 71
Classificazione tipologica e scenari di danno di chiese colpite dal terremoto del Centro Italia 2016 71
Prove Sperimentali su Pannelli in Alluminio Puro ad Istabilità Impedita 70
Valutazione della resistenza a trazione dell’anima della colonna nei giunti di alluminio 70
Experimental and numerical analysis of a multi-stiffened pure aluminium shear panel 69
“A Risk Analysis Framework for the Safety Assessment of Dams in Italy 69
Buckling Inhibited Metal Shear Panels: a New Damper Based on the Development of the BRB Concept in the 2D Space 69
Steel Perforated Shear Panels as Dissipative Devices: Part 2- Optimization rules based on FEM models 69
Numerical and experimental study on pure aluminium shear panels with welded stiffeners 68
Numerical Analyses on stiffened bracing type pure aluminium shear panels (BTPASPs) 68
Design of multi-stiffened pure aluminium shear panels for passive control devices 68
Comportamento meccanico della flangia della colonna inflessa di giunti saldati in alluminio 68
April 2015 Gorkha Earthquake in Nepal: Field Observations 67
Rivet clamping force of as-built hot-riveted connections in steel bridges 67
Experimental and Numerical Studies on Pure Aluminium Shear Panels for Seismic Protection of Framed Structures: an Overview 66
Totale 8.200
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Categoria #
all - tutte 51.673
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 51.673
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021668 0 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
2025/2026535 460 75 0 0 0 0 0 0 0 0 0 0
Totale 11.462