LONGO, ALESSANDRA
 Distribuzione geografica
Continente #
NA - Nord America 2.222
EU - Europa 501
AS - Asia 253
AF - Africa 4
Totale 2.980
Nazione #
US - Stati Uniti d'America 2.217
UA - Ucraina 193
CN - Cina 152
IT - Italia 144
VN - Vietnam 61
IE - Irlanda 50
DE - Germania 43
FI - Finlandia 40
TR - Turchia 29
SE - Svezia 18
CA - Canada 5
HK - Hong Kong 4
IN - India 4
AT - Austria 2
BE - Belgio 2
CZ - Repubblica Ceca 2
EG - Egitto 2
ES - Italia 2
GB - Regno Unito 2
DZ - Algeria 1
FR - Francia 1
GH - Ghana 1
IR - Iran 1
LT - Lituania 1
RU - Federazione Russa 1
TH - Thailandia 1
TW - Taiwan 1
Totale 2.980
Città #
Ann Arbor 644
Chandler 243
Jacksonville 232
Woodbridge 227
Princeton 151
Wilmington 143
Houston 108
Ashburn 98
Dong Ket 61
Dublin 50
Nanjing 42
Andover 39
Boardman 30
Beijing 29
Izmir 29
Salerno 27
Pellezzano 25
Milan 19
Washington 18
Changsha 16
Shenyang 14
Hebei 13
Nanchang 13
Fairfield 11
Jiaxing 10
Grottammare 9
Norwalk 9
Tianjin 7
Dearborn 6
Dubino 6
Sant'antimo 6
Angri 5
Falls Church 4
Florence 4
Cambridge 3
Pune 3
Tappahannock 3
Alcamo 2
Benevento 2
Brno 2
Brussels 2
Cairo 2
Campobasso 2
Düsseldorf 2
Hangzhou 2
Hefei 2
Laval 2
Ottawa 2
San Diego 2
San Francisco 2
Seattle 2
Striano 2
Trieste 2
Verona 2
Vienna 2
Atlanta 1
Avellino 1
Bangkok 1
Barcelona 1
Boumerdes 1
Edinburgh 1
Fuzhou 1
Guangzhou 1
Indiana 1
Jinan 1
Kamampa 1
Kaunas 1
Lappeenranta 1
London 1
Madrid 1
Montesarchio 1
Napoli 1
Prato 1
Ravenna 1
Reggio Emilia 1
Reimlingen 1
Rome 1
San Jose 1
Stockholm 1
Taipei 1
Toronto 1
Totale 2.419
Nome #
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 135
An innovative conception of bracing members: the reduced section solution 106
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 102
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 101
Design of chevron braced frames: different approaches around the world. 96
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 95
A design approach of MRF-CBF dual systems for failure mode control 92
Seismic reliability of V-braced frames: Influence of design methodologies 92
Influence of design criteria on seismic reliability of X braced frames 91
Seismic reliability of chevron braced frames with innovative conception of bracing members 85
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 82
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 81
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 79
On the use of HSS in seismic-resistant structures 79
Plastic design of seismic resistant V-braced frames. 78
THEORY OF PLASTIC MECHANISM CONTROL FOR DUAL MRF-CBF SYSTEMS WITH CHEVRON BRACINGS 78
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 77
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 77
Influence of design Criteria on the seismic Reliability of X-Braced Frames 76
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 76
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 76
Seismic design of chevron braces cupled with MRF fail safe systems 75
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 74
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 74
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 73
Theory of plastic mechanism control for MRF–CBF dual systems and its validation 73
Seismic Reliability of V-Braced Frames with RSS 70
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 68
Influenza della ipotesi di omoschedasticita’ della dispersione della risposta strutturale nella valutazione dell’affidabilità sismica di controventi concentrici 62
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 62
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 61
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 61
FAILURE MODE CONTROL OF X-BRACED FRAMES UNDER SEISMIC ACTIONS 61
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 59
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 55
Plastic design of seismic resistant X-braced frames 51
Nonlinear Dynamic Analyses for a Design Procedure for DTMFs 49
Proposta di una metodologia innovativa di progettazione per controventi concentrici da X 48
Nonlinear Dynamic Analyses of a Design Procedure for DTMFs 44
Theory of plastic mechanism control: State-of-the-art 44
Proposta di una metodologia innovativa di progettazione per controventi concentrici ad "X" 41
Totale 3.059
Categoria #
all - tutte 6.936
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 6.936


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201953 0 0 0 0 0 0 0 0 9 5 34 5
2019/2020362 114 2 41 6 34 3 41 8 44 19 49 1
2020/2021353 2 40 38 1 41 4 42 0 83 0 37 65
2021/2022265 0 0 0 2 11 6 2 12 46 41 26 119
2022/2023523 48 41 14 74 65 105 0 51 100 1 17 7
2023/2024190 16 36 21 14 20 62 8 13 0 0 0 0
Totale 3.059