VENUTI, FIAMMETTA
 Distribuzione geografica
Continente #
NA - Nord America 3.670
EU - Europa 3.628
AS - Asia 978
SA - Sud America 26
AF - Africa 9
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 2
Totale 8.317
Nazione #
US - Stati Uniti d'America 3.622
IT - Italia 1.154
DE - Germania 566
GB - Regno Unito 526
FR - Francia 490
CN - Cina 444
SG - Singapore 257
UA - Ucraina 213
RU - Federazione Russa 140
IE - Irlanda 118
SE - Svezia 84
TR - Turchia 81
NL - Olanda 77
KR - Corea 68
BE - Belgio 67
CH - Svizzera 48
CA - Canada 47
FI - Finlandia 41
AT - Austria 36
MY - Malesia 28
ID - Indonesia 24
BG - Bulgaria 18
IN - India 18
JP - Giappone 18
HK - Hong Kong 15
CO - Colombia 12
IR - Iran 10
RO - Romania 9
EU - Europa 8
AP - ???statistics.table.value.countryCode.AP??? 7
BR - Brasile 7
ZA - Sudafrica 7
PT - Portogallo 6
DK - Danimarca 4
JO - Giordania 4
AU - Australia 3
ES - Italia 3
IL - Israele 3
PL - Polonia 3
VN - Vietnam 3
AR - Argentina 2
EC - Ecuador 2
HU - Ungheria 2
LU - Lussemburgo 2
NP - Nepal 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
AM - Armenia 1
BY - Bielorussia 1
CL - Cile 1
CZ - Repubblica Ceca 1
GR - Grecia 1
KE - Kenya 1
KZ - Kazakistan 1
LT - Lituania 1
MX - Messico 1
NG - Nigeria 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PE - Perù 1
PH - Filippine 1
RS - Serbia 1
VE - Venezuela 1
Totale 8.317
Città #
Ashburn 755
Southend 447
Seattle 353
Chandler 288
Turin 249
Fairfield 214
Singapore 200
Princeton 157
Woodbridge 134
Ann Arbor 127
Houston 126
Des Moines 123
Hangzhou 120
Beijing 113
Dublin 108
Jacksonville 106
Boardman 105
Wilmington 102
Berlin 95
Santa Clara 84
Chicago 74
Torino 70
Milan 68
Cambridge 67
Brussels 60
Izmir 56
San Ramon 55
Bern 43
Rome 41
Helsinki 40
Zhengzhou 40
Vienna 35
Council Bluffs 34
San Donato Milanese 34
Shanghai 31
Bologna 27
Zaporozhye 26
Jakarta 24
Pennsylvania Furnace 24
Baltimore 23
Overberg 21
Herkenbosch 20
Buffalo 18
Sofia 18
Toronto 18
Saint Petersburg 16
San Francisco 16
Massa 15
Valfenera 15
Istanbul 14
Trieste 13
Guangzhou 12
Norwalk 12
Redwood City 12
Seoul 12
Fujian 11
Andover 10
Brugherio 10
Dearborn 10
Las Vegas 10
London 10
Modena 10
Padua 10
San Diego 10
Washington 10
Monopoli 9
New York 9
Yubileyny 9
Brescia 8
Lecce 8
Montréal 8
Mountain View 8
Piscataway 8
Bari 7
Muizenberg 7
Palermo 7
Paris 7
Malatya 6
Menlo Park 6
Moscow 6
Munich 6
Phoenix 6
Redmond 6
Tokyo 6
Basking Ridge 5
Cadoneghe 5
Castelli Calepio 5
Eindhoven 5
Gilroy 5
Lake Forest 5
Renton 5
Roorkee 5
Shenzhen 5
Amsterdam 4
Atlanta 4
Cupertino 4
Ferrara 4
Frankfurt 4
Fremont 4
Genoa 4
Totale 5.421
Nome #
Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells 406
Mitigation of human-induced lateral vibrations on footbridges through walkway shaping 369
Footbridge lateral vibrations induced by synchronized pedestrians: an overview on modelling strategies 352
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 332
Non-local first-order modelling of crowd dynamics: a multidimensional framework with applications 320
Crowd dynamics on a moving platform: Mathematical modelling and application to lively footbridges 319
Pedestrian-induced torsional vibrations of suspended footbridges: proposal and evaluation of vibration countermeasures 282
Crowd-Structure Interaction in footbridges: modelling, application to a real case-study and sensitivity analyses 258
Modelling framework of pedestrian-footbridge interaction in vertical direction 254
A Simplified Serviceability Assessment of Footbridge Dynamic Behaviour under Lateral Crowd Loading 253
Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review 234
An interpretative model of the pedestrian fundamental relation 227
Computational simulation of crowd and wind flow over bridge structures 225
Limit of hanger linearity in suspension footbridge dynamics: A new section model 225
A new load model of the pedestrian lateral action 218
CROWD-STRUCTURE INTERACTION:DYNAMICS MODELLING AND COMPUTATIONAL SIMULATIONS 207
Pedestrian lateral excitation on lively footbridges: a new load model 206
Concezione di una passerella pedonale sospesa attraverso l’ottimizzazione numerica 201
IL CONTRIBUTO DELL’OTTIMIZZAZIONE ALLA CONCEZIONEDELLE STRUTTURE DI FUNI 196
The pedestrian speed-density relation: modelling and application. 189
Lively footbridges: overview and perspectives for the development of crowd and structure monitoring systems 189
Pedestrian-structure interaction in the vertical direction: coupled model and application to lively footbridges 186
The synchronous lateral excitation phenomenon: modeling framework and application. 165
Pedestrian loads and dynamic performances of lively footbridges: an overview on measurement techniques and codes of practice 159
Synchronous lateral excitation on lively footbridges: modelling and application to the T-bridge in Japan 157
Crowd-Structure Interaction in laterally vibrating footbridges 154
Towards a unified theory of pedestrian dynamics Comment on “The emergence of design in pedestrian dynamics: Locomotion, self-organization, walking paths and constructal law” by A.F. Miguel 142
The Structural Effects of Micro-Geometry on Masonry Vaults 133
FE modelling of the Streicker Footbridge 132
Static behaviour of in scale masonry vaults under imposed settlement of the supports 126
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 106
Numerical modelling of masonry vaults with different brick pattern 104
Seismic assessment of masonry cross vaults through non-linear static analyses 104
Influence of in-plane and out-of-plane stiffness on the stability of free-edge gridshells: A parametric analysis 94
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 89
Analysis of masonry vaults through simplified micro-models 87
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 84
Mitigation of human‐induced vertical vibrations of footbridges through crowd flow control 78
Finite element models of a benchmark footbridge 77
Seismic behaviour of cross vaults with different brick pattern 74
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 73
Footbridge lateral vibrations induced by synchronised pedestrians: An overview on modelling strategies 69
Comparison between structure- and crowd-based mitigation strategies on vibrating footbridges 66
Pedestrian lateral action on lively footbridges: A new load model 58
Influence of pattern anisotropy on the structural behaviour of free-edge single-layer gridshells 55
Numerical validation of the Generalized Equivalent Spectral Model through crowd dynamics simulations 53
Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults 52
Effects of geometrical factors on the buckling behaviour of free-edge single-layer gridshells 51
Vibration Serviceability Assessment of a Historic Suspension Footbridge 51
An application of a reality-based approach for the generation of masonry cross vaults FE block models 50
Holistic performance assessment of gridshells: Methodological framework and applications to steel gridshells 49
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 47
Exploring new frontiers in gridshell design: The FreeGrid benchmark 31
FreeGrid: a benchmark on design and optimisation of free-edge gridshells 27
Vibration serviceability of footbridges in crowded conditions: crowd dynamics simulations vs guidelines’ predictions 27
FreeGrid: un benchmark su progetto e ottimizzazione di gridshell con imposta parzialmente vincolata 21
Totale 8.493
Categoria #
all - tutte 23.386
article - articoli 14.606
book - libri 0
conference - conferenze 8.177
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 603
Totale 46.772


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020413 0 0 0 0 0 77 50 102 94 43 34 13
2020/2021699 77 102 46 57 89 70 32 35 36 92 41 22
2021/2022713 38 90 33 14 48 17 43 15 59 43 96 217
2022/20231.083 118 166 28 99 67 133 178 55 101 28 48 62
2023/2024467 18 44 11 33 40 68 23 33 16 25 69 87
2024/2025689 42 281 84 191 91 0 0 0 0 0 0 0
Totale 8.493