IRIS
BRANDO, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 3.749
EU - Europa 2.855
AS - Asia 1.189
SA - Sud America 25
Continente sconosciuto - Info sul continente non disponibili 13
AF - Africa 4
Totale 7.835
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Nazione #
US - Stati Uniti d'America 3.742
CN - Cina 706
IE - Irlanda 559
UA - Ucraina 535
IT - Italia 528
TR - Turchia 410
GB - Regno Unito 287
SE - Svezia 287
DE - Germania 170
FR - Francia 169
AT - Austria 138
FI - Finlandia 109
IN - India 25
BE - Belgio 24
PE - Perù 18
JP - Giappone 17
EU - Europa 12
GR - Grecia 9
PL - Polonia 7
TW - Taiwan 7
KR - Corea 6
HR - Croazia 5
PT - Portogallo 5
BG - Bulgaria 4
BR - Brasile 4
CA - Canada 4
VN - Vietnam 4
BD - Bangladesh 3
DK - Danimarca 3
RU - Federazione Russa 3
EC - Ecuador 2
EG - Egitto 2
ES - Italia 2
HU - Ungheria 2
IL - Israele 2
IR - Iran 2
ME - Montenegro 2
NL - Olanda 2
PH - Filippine 2
QA - Qatar 2
A2 - ???statistics.table.value.countryCode.A2??? 1
CZ - Repubblica Ceca 1
GL - Groenlandia 1
LK - Sri Lanka 1
LT - Lituania 1
MD - Moldavia 1
MX - Messico 1
MY - Malesia 1
NP - Nepal 1
PA - Panama 1
PY - Paraguay 1
RS - Serbia 1
SC - Seychelles 1
SK - Slovacchia (Repubblica Slovacca) 1
ZA - Sudafrica 1
Totale 7.835
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Città #
Chandler 879
Jacksonville 718
Dublin 550
Dearborn 331
Princeton 298
Southend 232
Izmir 210
Nanjing 185
Beijing 163
Ashburn 147
Vienna 138
Wilmington 125
Ann Arbor 121
Cambridge 100
Nanchang 82
Shenyang 45
Altamura 43
Chieti 39
Kunming 37
Francavilla Al Mare 35
Boardman 33
Woodbridge 32
Washington 29
Norwalk 27
Tianjin 27
Hebei 26
Brussels 24
Los Angeles 24
Milan 22
Changsha 19
Hangzhou 19
Jiaxing 19
Seattle 16
Falls Church 14
Helsinki 12
Bologna 11
Grevenbroich 11
Hefei 11
Latina 10
Frankfurt am Main 9
Jinan 9
Lanzhou 9
Napoli 9
Ningbo 9
Pescara 9
Guangzhou 8
Lanciano 8
Redwood City 8
Rome 8
Dallas 7
Lima 7
Montesilvano 7
Orange 7
Sanxia District 7
Catania 6
Changchun 6
Edinburgh 6
Caserta 5
Cusco 5
Isernia 5
Lisbon 5
Shanghai 5
Andover 4
Bari 4
Dong Ket 4
Ferrara 4
Kagoya 4
Naples 4
Palermo 4
Pune 4
Roseto Degli Abruzzi 4
San Vito Chietino 4
Sofia 4
Turin 4
Zagreb 4
Zhengzhou 4
Athens 3
Camerino 3
Campobasso 3
Dhaka 3
Florence 3
Hanover 3
Incheon 3
Molise 3
Mondolfo 3
Montesilvano Marina 3
Paris 3
Stockholm 3
Tappahannock 3
Torino 3
Xian 3
Acireale 2
Auburn Hills 2
Budapest 2
Cairo 2
Chengdu 2
Copenhagen 2
Doha 2
Düsseldorf 2
Ferrieres-en-Brie 2
Totale 5.147
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Nome #
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 104
Seismic vulnerability assessment of the old historic centre of Scanno 97
Intervento di Miglioramento Sismico dell'Edificio ospitante l'Istituto Tecnico Commerciale "A. De Nino" e l'Istituto Tecnico per Geometri "R. Morandi" in Sulmona 95
Valutazione e Gestione del Rischio delle Infrastrutture Idrauliche: Lineeguida per lo sviluppo di una metodologia integrata 87
Strength of an aluminum column web in tension 87
Valutazione della Vulnerabilità Sismica del Centro Storico di Scanno 85
Experimental tests and optimization rules for steel perforated shear panels 81
Predictive model for the seismic vulnerability assessment of small historic centres: Application to the inner Abruzzi Region in Italy 79
Design charts for end-plate beam-to-column steel joints 79
Seismic vulnerability assessment of historic centers: description of a predictive method and application to the case study of scanno (Abruzzi, Italy) 78
Steel dual frames protected by dampers with pinched hysteretic cycles”, in proceedings of International workshop “HSS-SERF 75
Influenza dei collegamenti sulla risposta di case d’emergenza con struttura a pannelli metallici sottoposte ad azioni orizzontali 74
The effects of L’Aquila earthquake on the St. Gemma church in Goriano Sicoli: part I—damage survey and kinematic analysis 74
Define urban limit conditions by applying performance goals 74
Seismic performance of MR frames protected by viscous or hysteretic dampers 72
Validazione di una procedura numerica per l’analisi di interazione dinamica terreno-fondazione-struttura di telai in acciaio 72
Hysteretic response of buckling inhibited pure aluminium shear panels 71
Aluminium T-stub connections: additional parametric analysis for the evaluation of effective width 71
Sull’uso Di Pannelli Dissipativi Ad Instabilità Impedita 70
Studio numerico e sperimentale su pannelli a taglio di alluminio puro “bracing type” 69
Seismic Vulnerability assessment of the old historic centres: the case study of Scanno - Italy 69
An Extensive Survey of the Historic Center of Cusco for Its Seismic Vulnerability Assessment 69
Metal shear panels for seismic protection of frame structures 68
The effects of L’aquila earthquake on the St. Gemma church in Goriano Sicoli: part II—fem analysis 68
A design formulation for dissipative metal shear panels 68
Modelli numerici predittivi di pannelli a taglio in alluminio puro ad instabilità impedita 66
Analisi numerica e sperimentale del comportamento ciclico di pannelli nervati in lega di alluminio 66
Simplified Assessment of the Seismic Vulnerability of Churches After the 2009 L’Aquila Earthquake 66
Development of a Finite Element Model of a Church Damaged during the 2009 L’Aquila Earthquake 65
Steel Perforated Shear Panels as Dissipative Devices: Part 1- Experimental Tests 65
Damage Probability Matrices for Three-Nave Masonry Churches in Abruzzi after the 2009 LAquila Earthquake 65
Performance of dual steel frames with dissipative metal shear panels 65
Application of the Liablock_3D Software for the Seismic Vulnerability Assessment of The Castle of Bussi (Italy) 65
Risposta strutturale di container per uso abitativo soggetti ad azioni eoliche 64
Seismic Performance of Frames with Different Dampers 64
Parametric Analysis of Welded Aluminium T-Stub Connections 64
Numerical evaluation of the hysteretic performance of pure aluminium shear panels 63
Experimental Analysis of Partially Buckling Inhibited Pure Aluminium Shear Panels 63
Prestazione Sismica di Telai in Acciaio Dotati di Diversi Dispositivi di Protezione Passiva 63
Structural Individuation of Damages Occurred on St. Gemma Church in Goriano Sicoli during the 2009 L’Aquila Earthquake 63
Coupled instabilities in pure aluminium shear panels 62
Pure Aluminium Hysteretic Devices for Seismic Protection of Buildings 62
Aluminum Shear Panels for Seismic Protection of Framed Structures: Review of Recent Experimental Studies 61
Ambient vibration tests on three religious buildings in Goriano Sicoli damged during the 2009 L’Aquila earthquake 61
Seismic protection of high-rise building by aluminium shear panels: A design Application 61
Mechanical behaviour evaluation of pure aluminium by static and dynamic tests 61
Adeguamento Sismico di Edifici Pubblici: Un Caso Studio con Applicazione di Controventi Metallici 61
Analysis of aluminium beam-to-column joints by the component method: Existing studies and research needs 61
Predictive model for seismic vulnerability assessment of churches based on the 2009 L’Aquila earthquake 61
Discontinuum Finite Element Modelling Approach for Masonry Structures 61
Shear panels for seismic upgrading of new and existing structures 60
On the experimental response of bracing type pure aluminium stiffened shear panels 60
Prove cicliche su pannelli a taglio di alluminio puro: modelli numerici 60
Simplified analytical modeling of compact pure aluminium shear panels 60
Hysteretic behaviour of bracing-type pure aluminium shear panels by experimental tests 60
Detrimental effects due to buckling on perforated angle members strength 60
Mechanical behavior evaluation of pure aluminum by static and dynamic tests 60
Seismic vulnerability assessment of churches at regional scale after the 2009 L'Aquila earthquake 60
Seismic Vulnerability Assessment of Masonry Churches through the Application of probabilistic Methods" 59
Force-based seismic evaluation of retrofitting interventions of historic masonry castles by 3D rigid block limit analysis 59
Fe models for evaluating damages in churches hit by l'aquila earthquake 58
A Novel Discontinuum Finite Element Modelling Approach for the Structural Evaluation of Masonry Structures 58
Hazard calculation routines for earthquake scenarios 58
Seismic resisting structures with dissipative systems based on pure aluminium stiffened shear panels: experimental and numerical simulations 57
Prove Sperimentali su Pannelli in Alluminio Puro ad Istabilità Impedita 57
An extensive survey for the identification of the structural features of the historic center of Cusco 57
Experimental study on stiffened bracing type pure aluminium shear panels (BTPASPs) 56
On the effective length of metal t-stub connections with thick flanges 56
Matrici di Probabilità di Danno per le Chiese Abruzzesi a tre Navate delle Diocesi di Sulmona-Valva e L'Aquila 56
Comportamento instabile di profili angolari forati 55
Valutazione della resistenza a trazione dell’anima della colonna nei giunti di alluminio 55
Comparative analysis of dual steel frames with dissipative metal shear panels 55
La tecnica constructiva del centro historico de Cusco 55
Analisi di interazione dinamica terreno-struttura di edifici in acciaio intelaiati e a controventi concentrici 55
Experimental and numerical analysis of a multi-stiffened pure aluminium shear panel 54
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). 54
Comportamento meccanico della flangia della colonna inflessa di giunti saldati in alluminio 54
Numerical Analyses on stiffened bracing type pure aluminium shear panels (BTPASPs) 53
Design of multi-stiffened pure aluminium shear panels for passive control devices 53
Seismic Response of Steel Mrfs with Special Devices Characterized by Pinching Affected Hysteretic Cycles 53
Steel Perforated Shear Panels as Dissipative Devices: Part 2- Optimization rules based on FEM models 53
Damage Probability Matrices of eight historic centres after the 2009 L'Aquila Earthquake 53
Bracing type pure aluminium stiffened shear panels: an experimental study 53
Seismic protection of high-rise buildings by aluminum shear panels: A design application 53
Classificazione tipologica e scenari di danno di chiese colpite dal terremoto del Centro Italia 2016 53
Structural Survey and Empirical Seismic Vulnerability Assessment of Dwellings in the Historical Centre of Cusco, Peru 53
Numerical and experimental study on pure aluminium shear panels with welded stiffeners 52
Cyclic behaviour of Bracing Type Pure Aluminium Shear Panels (BTPASPs): Experimental and Numerical Analysis 52
Effective length of aluminium T-stub connections by parametric analysis 52
“A Risk Analysis Framework for the Safety Assessment of Dams in Italy 52
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) 52
Design Formulations for Dissipative Metal Shear Panels 52
Pure Aluminium, an innovative Material in Structural Engineering 51
Experimental and Numerical Studies on Pure Aluminium Shear Panels for Seismic Protection of Framed Structures: an Overview 51
Behaviour factors of steel frames with dampers with pinched hysteretic cycles 51
Interpretazione del Danno Indotto dal Terremoto Aquilano: il Caso Studio della Chiesa di Santa Gemma a Goriano Sicoli 51
Buckling Inhibited Metal Shear Panels: a New Damper Based on the Development of the BRB Concept in the 2D Space 51
Analisi Comparativa di telai in acciaio duali con e senza pannelli metallici dissipativi 51
Experimental tests on bracing type pure aluminum shear panels 51
Experimental and numerical analysis of pure aluminium shear panels for seismic protection of structures: An overview 50
Totale 6.259
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Categoria #
all - tutte 28.693
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 28.693
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019252 0 0 0 0 0 0 0 0 0 0 8 244
2019/20201.779 488 110 18 33 190 231 272 180 41 63 151 2
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
2023/2024785 80 33 75 21 57 222 180 55 15 45 2 0
Totale 8.194