PORTO @ Archivio Istituzionale della Ricerca

VENUTI, FIAMMETTA
 Distribuzione geografica
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Continente #
NA - Nord America 4.098
EU - Europa 3.884
AS - Asia 1.696
SA - Sud America 208
AF - Africa 25
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 3
Totale 9.921
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Nazione #
US - Stati Uniti d'America 4.036
IT - Italia 1.268
CN - Cina 658
DE - Germania 611
SG - Singapore 578
GB - Regno Unito 537
FR - Francia 504
UA - Ucraina 215
BR - Brasile 167
KR - Corea 155
RU - Federazione Russa 146
IE - Irlanda 119
SE - Svezia 85
TR - Turchia 84
NL - Olanda 83
BE - Belgio 68
CA - Canada 56
FI - Finlandia 56
AT - Austria 53
HK - Hong Kong 50
CH - Svizzera 48
MY - Malesia 28
IN - India 27
ID - Indonesia 25
VN - Vietnam 22
JP - Giappone 19
BG - Bulgaria 18
ZA - Sudafrica 15
CO - Colombia 14
PL - Polonia 12
IR - Iran 10
RO - Romania 10
EU - Europa 8
AP - ???statistics.table.value.countryCode.AP??? 7
BD - Bangladesh 7
EC - Ecuador 7
AR - Argentina 6
AU - Australia 6
DK - Danimarca 6
IQ - Iraq 6
PT - Portogallo 6
ES - Italia 5
JO - Giordania 5
PE - Perù 5
IL - Israele 4
KE - Kenya 4
UZ - Uzbekistan 4
VE - Venezuela 4
GR - Grecia 3
LT - Lituania 3
MX - Messico 3
NP - Nepal 3
PH - Filippine 3
AE - Emirati Arabi Uniti 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
HR - Croazia 2
HU - Ungheria 2
KZ - Kazakistan 2
LU - Lussemburgo 2
MA - Marocco 2
NG - Nigeria 2
PY - Paraguay 2
SA - Arabia Saudita 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
AZ - Azerbaigian 1
BO - Bolivia 1
CL - Cile 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GY - Guiana 1
ML - Mali 1
NI - Nicaragua 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PA - Panama 1
RS - Serbia 1
TH - Thailandia 1
TZ - Tanzania 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 9.921
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Città #
Ashburn 837
Southend 447
Seattle 355
Singapore 322
Turin 291
Chandler 288
Fairfield 214
Beijing 170
Santa Clara 162
Princeton 157
Woodbridge 134
Ann Arbor 127
Houston 126
Des Moines 123
Hangzhou 121
Boardman 117
Dublin 109
Jacksonville 106
Dallas 104
Wilmington 102
Berlin 95
Milan 78
Chicago 77
Torino 70
Cambridge 67
Brussels 61
Seoul 61
Izmir 56
San Ramon 55
Zhengzhou 45
Council Bluffs 44
Helsinki 44
Rome 44
Bern 43
Vienna 37
Shanghai 35
San Donato Milanese 34
Buffalo 33
Hong Kong 33
Bologna 29
Hefei 29
Los Angeles 28
Zaporozhye 26
Jakarta 24
Pennsylvania Furnace 24
Baltimore 23
Munich 22
Toronto 22
Brescia 21
Overberg 21
Herkenbosch 20
San Francisco 18
Sofia 18
São Paulo 18
Guangzhou 16
Saint Petersburg 16
Istanbul 15
Massa 15
New York 15
Nuremberg 15
Trieste 15
Valfenera 15
Norwalk 12
Padua 12
Redwood City 12
Fujian 11
Las Vegas 11
London 11
Andover 10
Brugherio 10
Dearborn 10
Modena 10
San Diego 10
Washington 10
Atlanta 9
Frankfurt am Main 9
Lappeenranta 9
Monopoli 9
Yubileyny 9
Ho Chi Minh City 8
Lecce 8
Montréal 8
Mountain View 8
Pisa 8
Piscataway 8
Bari 7
Genoa 7
Hanoi 7
Muizenberg 7
Palermo 7
Paris 7
Tokyo 7
Amsterdam 6
Belo Horizonte 6
Cangzhou 6
Columbus 6
Malatya 6
Menlo Park 6
Moscow 6
Phoenix 6
Totale 6.208
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Nome #
Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells 427
Mitigation of human-induced lateral vibrations on footbridges through walkway shaping 398
Footbridge lateral vibrations induced by synchronized pedestrians: an overview on modelling strategies 370
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 343
Crowd dynamics on a moving platform: Mathematical modelling and application to lively footbridges 338
Non-local first-order modelling of crowd dynamics: a multidimensional framework with applications 332
Pedestrian-induced torsional vibrations of suspended footbridges: proposal and evaluation of vibration countermeasures 320
A Simplified Serviceability Assessment of Footbridge Dynamic Behaviour under Lateral Crowd Loading 273
Modelling framework of pedestrian-footbridge interaction in vertical direction 270
Crowd-Structure Interaction in footbridges: modelling, application to a real case-study and sensitivity analyses 269
Computational simulation of crowd and wind flow over bridge structures 254
Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review 254
An interpretative model of the pedestrian fundamental relation 241
Limit of hanger linearity in suspension footbridge dynamics: A new section model 240
A new load model of the pedestrian lateral action 229
Pedestrian lateral excitation on lively footbridges: a new load model 224
CROWD-STRUCTURE INTERACTION:DYNAMICS MODELLING AND COMPUTATIONAL SIMULATIONS 220
The pedestrian speed-density relation: modelling and application. 212
Concezione di una passerella pedonale sospesa attraverso l’ottimizzazione numerica 209
IL CONTRIBUTO DELL’OTTIMIZZAZIONE ALLA CONCEZIONEDELLE STRUTTURE DI FUNI 205
Pedestrian-structure interaction in the vertical direction: coupled model and application to lively footbridges 204
Lively footbridges: overview and perspectives for the development of crowd and structure monitoring systems 203
The synchronous lateral excitation phenomenon: modeling framework and application. 181
Pedestrian loads and dynamic performances of lively footbridges: an overview on measurement techniques and codes of practice 176
Synchronous lateral excitation on lively footbridges: modelling and application to the T-bridge in Japan 172
The Structural Effects of Micro-Geometry on Masonry Vaults 169
Crowd-Structure Interaction in laterally vibrating footbridges 163
FE modelling of the Streicker Footbridge 156
Seismic assessment of masonry cross vaults through non-linear static analyses 155
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 153
Static behaviour of in scale masonry vaults under imposed settlement of the supports 152
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 142
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 140
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 134
Influence of in-plane and out-of-plane stiffness on the stability of free-edge gridshells: A parametric analysis 127
Numerical modelling of masonry vaults with different brick pattern 124
Seismic behaviour of cross vaults with different brick pattern 118
Holistic performance assessment of gridshells: Methodological framework and applications to steel gridshells 116
An application of a reality-based approach for the generation of masonry cross vaults FE block models 115
Analysis of masonry vaults through simplified micro-models 113
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 105
Finite element models of a benchmark footbridge 100
Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults 96
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 95
FreeGrid: un benchmark su progetto e ottimizzazione di gridshell con imposta parzialmente vincolata 91
Mitigation of human‐induced vertical vibrations of footbridges through crowd flow control 89
Pedestrian lateral action on lively footbridges: A new load model 89
FreeGrid: a benchmark on design and optimisation of free-edge gridshells 86
Comparison between structure- and crowd-based mitigation strategies on vibrating footbridges 85
Exploring new frontiers in gridshell design: The FreeGrid benchmark 85
Footbridge lateral vibrations induced by synchronised pedestrians: An overview on modelling strategies 79
Influence of pattern anisotropy on the structural behaviour of free-edge single-layer gridshells 79
Vibration Serviceability Assessment of a Historic Suspension Footbridge 78
Vibration serviceability of footbridges in crowded conditions: crowd dynamics simulations vs guidelines’ predictions 74
The REVHEAL Project: Design of Pilot-Scale Prototypes of Masonry Cross Vaults 68
Numerical validation of the Generalized Equivalent Spectral Model through crowd dynamics simulations 61
Effects of geometrical factors on the buckling behaviour of free-edge single-layer gridshells 60
The REVHEAL Project: Preliminary FE Simulations of Full-Scale Tests on Masonry Cross Vaults 57
Totale 10.118
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Categoria #
all - tutte 29.010
article - articoli 17.360
book - libri 0
conference - conferenze 10.966
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 684
Totale 58.020
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021520 0 0 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
2024/20251.551 42 281 84 191 91 114 97 103 182 118 105 143
2025/2026763 275 186 302 0 0 0 0 0 0 0 0 0
Totale 10.118