IRIS
BRANDO, GIUSEPPE
 Distribuzione geografica
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Continente #
NA - Nord America 4.037
EU - Europa 3.037
AS - Asia 1.626
SA - Sud America 26
Continente sconosciuto - Info sul continente non disponibili 13
AF - Africa 6
Totale 8.745
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Nazione #
US - Stati Uniti d'America 4.030
CN - Cina 711
IE - Irlanda 559
IT - Italia 556
UA - Ucraina 535
SG - Singapore 417
TR - Turchia 411
GB - Regno Unito 287
SE - Svezia 287
DE - Germania 184
FR - Francia 180
AT - Austria 138
FI - Finlandia 122
RU - Federazione Russa 107
IN - India 25
BE - Belgio 24
PE - Perù 18
JP - Giappone 17
EU - Europa 12
KR - Corea 11
GR - Grecia 9
TW - Taiwan 9
DK - Danimarca 8
PL - Polonia 7
VN - Vietnam 7
PH - Filippine 6
BR - Brasile 5
CZ - Repubblica Ceca 5
HR - Croazia 5
PT - Portogallo 5
BG - Bulgaria 4
CA - Canada 4
HU - Ungheria 4
BD - Bangladesh 3
EC - Ecuador 2
EG - Egitto 2
ES - Italia 2
IL - Israele 2
IR - Iran 2
KE - Kenya 2
ME - Montenegro 2
NL - Olanda 2
QA - Qatar 2
A2 - ???statistics.table.value.countryCode.A2??? 1
CH - Svizzera 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 8.745
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Città #
Chandler 879
Jacksonville 718
Dublin 550
Singapore 344
Dearborn 331
Princeton 298
Southend 232
Izmir 210
Nanjing 185
Beijing 163
Ashburn 148
Vienna 138
Wilmington 125
Ann Arbor 121
Cambridge 100
Santa Clara 99
Nanchang 82
Shenyang 45
Altamura 43
Chieti 39
Los Angeles 39
Kunming 37
Boardman 35
Francavilla Al Mare 35
Woodbridge 32
Washington 29
Norwalk 27
Tianjin 27
Hebei 26
Brussels 24
Milan 22
Changsha 19
Hangzhou 19
Helsinki 19
Jiaxing 19
Seattle 16
Falls Church 14
Pescara 13
Bologna 11
Frankfurt am Main 11
Grevenbroich 11
Hefei 11
Latina 10
Munich 10
Jinan 9
Lanzhou 9
Napoli 9
Ningbo 9
Guangzhou 8
Lanciano 8
Redwood City 8
Rome 8
Dallas 7
Lappeenranta 7
Lima 7
Montesilvano 7
Orange 7
Sanxia District 7
Catania 6
Changchun 6
Edinburgh 6
Pianella 6
Aarhus 5
Caserta 5
Cusco 5
Isernia 5
Lisbon 5
Palermo 5
Seregno 5
Shanghai 5
Andover 4
Bari 4
Dong Ket 4
Ferrara 4
Incheon 4
Kagoya 4
Naples 4
Pune 4
Roseto Degli Abruzzi 4
San Vito Chietino 4
Sofia 4
Turin 4
Zagreb 4
Zhengzhou 4
Atessa 3
Athens 3
Camerino 3
Campobasso 3
Dhaka 3
Florence 3
Hanover 3
Molise 3
Mondolfo 3
Montesilvano Marina 3
Paris 3
Pittsburgh 3
Stockholm 3
Tappahannock 3
Torino 3
Xian 3
Totale 5.644
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Nome #
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 110
Seismic vulnerability assessment of the old historic centre of Scanno 104
Intervento di Miglioramento Sismico dell'Edificio ospitante l'Istituto Tecnico Commerciale "A. De Nino" e l'Istituto Tecnico per Geometri "R. Morandi" in Sulmona 100
Strength of an aluminum column web in tension 94
Valutazione e Gestione del Rischio delle Infrastrutture Idrauliche: Lineeguida per lo sviluppo di una metodologia integrata 93
Valutazione della Vulnerabilità Sismica del Centro Storico di Scanno 93
Define urban limit conditions by applying performance goals 93
The effects of L’Aquila earthquake on the St. Gemma church in Goriano Sicoli: part I—damage survey and kinematic analysis 86
Design charts for end-plate beam-to-column steel joints 86
Experimental tests and optimization rules for steel perforated shear panels 85
Predictive model for the seismic vulnerability assessment of small historic centres: Application to the inner Abruzzi Region in Italy 83
Seismic performance of MR frames protected by viscous or hysteretic dampers 81
Seismic vulnerability assessment of historic centers: description of a predictive method and application to the case study of scanno (Abruzzi, Italy) 81
Influenza dei collegamenti sulla risposta di case d’emergenza con struttura a pannelli metallici sottoposte ad azioni orizzontali 80
Hysteretic response of buckling inhibited pure aluminium shear panels 77
Aluminium T-stub connections: additional parametric analysis for the evaluation of effective width 77
Influence of 3d-printing parameters on the mechanical properties of 17-4ph stainless steel produced through selective laser melting 77
Steel dual frames protected by dampers with pinched hysteretic cycles”, in proceedings of International workshop “HSS-SERF 76
Seismic Response of Steel Mrfs with Special Devices Characterized by Pinching Affected Hysteretic Cycles 76
Validazione di una procedura numerica per l’analisi di interazione dinamica terreno-fondazione-struttura di telai in acciaio 76
Seismic vulnerability assessment of churches at regional scale after the 2009 L'Aquila earthquake 76
The effects of L’aquila earthquake on the St. Gemma church in Goriano Sicoli: part II—fem analysis 74
An Extensive Survey of the Historic Center of Cusco for Its Seismic Vulnerability Assessment 74
A design formulation for dissipative metal shear panels 74
Metal shear panels for seismic protection of frame structures 73
Studio numerico e sperimentale su pannelli a taglio di alluminio puro “bracing type” 73
Sull’uso Di Pannelli Dissipativi Ad Instabilità Impedita 73
Seismic Vulnerability assessment of the old historic centres: the case study of Scanno - Italy 73
Application of the Liablock_3D Software for the Seismic Vulnerability Assessment of The Castle of Bussi (Italy) 72
Damage Probability Matrices for Three-Nave Masonry Churches in Abruzzi after the 2009 LAquila Earthquake 71
Performance of dual steel frames with dissipative metal shear panels 71
Hazard calculation routines for earthquake scenarios 71
Modelli numerici predittivi di pannelli a taglio in alluminio puro ad instabilità impedita 70
Development of a Finite Element Model of a Church Damaged during the 2009 L’Aquila Earthquake 70
Seismic Performance of Frames with Different Dampers 69
Steel Perforated Shear Panels as Dissipative Devices: Part 1- Experimental Tests 69
Analisi numerica e sperimentale del comportamento ciclico di pannelli nervati in lega di alluminio 69
Simplified Assessment of the Seismic Vulnerability of Churches After the 2009 L’Aquila Earthquake 69
Numerical evaluation of the hysteretic performance of pure aluminium shear panels 68
Risposta strutturale di container per uso abitativo soggetti ad azioni eoliche 68
Detrimental effects due to buckling on perforated angle members strength 68
A Novel Discontinuum Finite Element Modelling Approach for the Structural Evaluation of Masonry Structures 68
Aluminum Shear Panels for Seismic Protection of Framed Structures: Review of Recent Experimental Studies 67
Parametric Analysis of Welded Aluminium T-Stub Connections 67
Prestazione Sismica di Telai in Acciaio Dotati di Diversi Dispositivi di Protezione Passiva 67
Structural Individuation of Damages Occurred on St. Gemma Church in Goriano Sicoli during the 2009 L’Aquila Earthquake 67
Discontinuum Finite Element Modelling Approach for Masonry Structures 67
Force-based seismic evaluation of retrofitting interventions of historic masonry castles by 3D rigid block limit analysis 67
Coupled instabilities in pure aluminium shear panels 66
On the experimental response of bracing type pure aluminium stiffened shear panels 66
Adeguamento Sismico di Edifici Pubblici: Un Caso Studio con Applicazione di Controventi Metallici 66
Shear panels for seismic upgrading of new and existing structures 65
Hysteretic behaviour of bracing-type pure aluminium shear panels by experimental tests 65
Ambient vibration tests on three religious buildings in Goriano Sicoli damged during the 2009 L’Aquila earthquake 65
Pure Aluminium Hysteretic Devices for Seismic Protection of Buildings 65
Mechanical behavior evaluation of pure aluminum by static and dynamic tests 65
Predictive model for seismic vulnerability assessment of churches based on the 2009 L’Aquila earthquake 65
Prove cicliche su pannelli a taglio di alluminio puro: modelli numerici 64
Mechanical behaviour evaluation of pure aluminium by static and dynamic tests 64
Experimental Analysis of Partially Buckling Inhibited Pure Aluminium Shear Panels 64
Analysis of aluminium beam-to-column joints by the component method: Existing studies and research needs 64
Seismic Vulnerability Assessment of Masonry Churches through the Application of probabilistic Methods" 64
Seismic protection of high-rise building by aluminium shear panels: A design Application 63
Structural Survey and Empirical Seismic Vulnerability Assessment of Dwellings in the Historical Centre of Cusco, Peru 63
Simplified analytical modeling of compact pure aluminium shear panels 62
Fe models for evaluating damages in churches hit by l'aquila earthquake 62
An extensive survey for the identification of the structural features of the historic center of Cusco 62
Experimental study on stiffened bracing type pure aluminium shear panels (BTPASPs) 61
Seismic resisting structures with dissipative systems based on pure aluminium stiffened shear panels: experimental and numerical simulations 61
Prove Sperimentali su Pannelli in Alluminio Puro ad Istabilità Impedita 61
Behaviour factors of steel frames with dampers with pinched hysteretic cycles 61
Steel Perforated Shear Panels as Dissipative Devices: Part 2- Optimization rules based on FEM models 61
Matrici di Probabilità di Danno per le Chiese Abruzzesi a tre Navate delle Diocesi di Sulmona-Valva e L'Aquila 61
Comparative analysis of dual steel frames with dissipative metal shear panels 60
La tecnica constructiva del centro historico de Cusco 60
Analisi di interazione dinamica terreno-struttura di edifici in acciaio intelaiati e a controventi concentrici 60
Comportamento meccanico della flangia della colonna inflessa di giunti saldati in alluminio 60
Comportamento instabile di profili angolari forati 59
Valutazione della resistenza a trazione dell’anima della colonna nei giunti di alluminio 59
Numerical Analyses on stiffened bracing type pure aluminium shear panels (BTPASPs) 58
Cyclic behaviour of Bracing Type Pure Aluminium Shear Panels (BTPASPs): Experimental and Numerical Analysis 58
Experimental and numerical analysis of a multi-stiffened pure aluminium shear panel 58
On the effective length of metal t-stub connections with thick flanges 58
Bracing type pure aluminium stiffened shear panels: an experimental study 58
Seismic protection of high-rise buildings by aluminum shear panels: A design application 58
Rivet clamping force of as-built hot-riveted connections in steel bridges 58
Numerical and experimental study on pure aluminium shear panels with welded stiffeners 57
“A Risk Analysis Framework for the Safety Assessment of Dams in Italy 57
Buckling Inhibited Metal Shear Panels: a New Damper Based on the Development of the BRB Concept in the 2D Space 57
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). 57
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) 57
Analisi Comparativa di telai in acciaio duali con e senza pannelli metallici dissipativi 57
Classificazione tipologica e scenari di danno di chiese colpite dal terremoto del Centro Italia 2016 57
Pure Aluminium, an innovative Material in Structural Engineering 56
Damage Probability Matrices of eight historic centres after the 2009 L'Aquila Earthquake 56
Design Formulations for Dissipative Metal Shear Panels 56
Design of multi-stiffened pure aluminium shear panels for passive control devices 55
Prove cicliche su pannelli a taglio di alluminio puro: risultati sperimentali 55
Experimental and Numerical Studies on Pure Aluminium Shear Panels for Seismic Protection of Framed Structures: an Overview 55
Effective length of aluminium T-stub connections by parametric analysis 55
Totale 6.830
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Categoria #
all - tutte 34.895
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 34.895
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.181 0 0 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
2023/2024908 80 33 75 21 57 222 180 55 15 45 39 86
2024/2025790 177 398 215 0 0 0 0 0 0 0 0 0
Totale 9.107