PORTO @ Archivio Istituzionale della Ricerca

VENUTI, FIAMMETTA
 Distribuzione geografica
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Continente #
NA - Nord America 3.588
EU - Europa 3.560
AS - Asia 863
SA - Sud America 25
AF - Africa 9
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 2
Totale 8.051
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Nazione #
US - Stati Uniti d'America 3.545
IT - Italia 1.140
DE - Germania 566
GB - Regno Unito 526
FR - Francia 490
CN - Cina 438
UA - Ucraina 213
SG - Singapore 191
IE - Irlanda 118
RU - Federazione Russa 96
SE - Svezia 84
NL - Olanda 74
TR - Turchia 67
KR - Corea 64
BE - Belgio 61
CH - Svizzera 48
CA - Canada 42
FI - Finlandia 41
AT - Austria 36
MY - Malesia 28
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
EC - Ecuador 2
HU - Ungheria 2
LU - Lussemburgo 2
NP - Nepal 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
AR - Argentina 1
BY - Bielorussia 1
CL - Cile 1
CZ - Repubblica Ceca 1
GR - Grecia 1
KE - Kenya 1
KZ - Kazakistan 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 8.051
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Città #
Ashburn 748
Southend 447
Seattle 353
Chandler 288
Turin 247
Fairfield 214
Princeton 157
Singapore 141
Woodbridge 134
Ann Arbor 127
Houston 126
Des Moines 123
Hangzhou 120
Beijing 113
Dublin 108
Jacksonville 106
Boardman 105
Wilmington 102
Berlin 95
Chicago 74
Torino 70
Cambridge 67
Milan 63
Izmir 56
San Ramon 55
Brussels 54
Bern 43
Rome 41
Helsinki 40
Zhengzhou 40
Vienna 35
Council Bluffs 34
San Donato Milanese 34
Santa Clara 34
Shanghai 31
Bologna 27
Zaporozhye 26
Pennsylvania Furnace 24
Baltimore 23
Overberg 21
Herkenbosch 20
Buffalo 18
Sofia 18
Saint Petersburg 16
San Francisco 16
Massa 15
Toronto 15
Valfenera 15
Trieste 13
Norwalk 12
Redwood City 12
Seoul 12
Fujian 11
Guangzhou 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
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
Hebei 4
Imola 4
Mirano 4
Totale 5.253
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Nome #
Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells 396
Mitigation of human-induced lateral vibrations on footbridges through walkway shaping 367
Footbridge lateral vibrations induced by synchronized pedestrians: an overview on modelling strategies 349
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 329
Crowd dynamics on a moving platform: Mathematical modelling and application to lively footbridges 318
Non-local first-order modelling of crowd dynamics: a multidimensional framework with applications 318
Pedestrian-induced torsional vibrations of suspended footbridges: proposal and evaluation of vibration countermeasures 279
Crowd-Structure Interaction in footbridges: modelling, application to a real case-study and sensitivity analyses 256
A Simplified Serviceability Assessment of Footbridge Dynamic Behaviour under Lateral Crowd Loading 250
Modelling framework of pedestrian-footbridge interaction in vertical direction 249
Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review 232
An interpretative model of the pedestrian fundamental relation 226
Limit of hanger linearity in suspension footbridge dynamics: A new section model 224
Computational simulation of crowd and wind flow over bridge structures 220
A new load model of the pedestrian lateral action 214
CROWD-STRUCTURE INTERACTION:DYNAMICS MODELLING AND COMPUTATIONAL SIMULATIONS 205
Pedestrian lateral excitation on lively footbridges: a new load model 201
Concezione di una passerella pedonale sospesa attraverso l’ottimizzazione numerica 200
IL CONTRIBUTO DELL’OTTIMIZZAZIONE ALLA CONCEZIONEDELLE STRUTTURE DI FUNI 195
Lively footbridges: overview and perspectives for the development of crowd and structure monitoring systems 188
The pedestrian speed-density relation: modelling and application. 187
Pedestrian-structure interaction in the vertical direction: coupled model and application to lively footbridges 183
The synchronous lateral excitation phenomenon: modeling framework and application. 164
Pedestrian loads and dynamic performances of lively footbridges: an overview on measurement techniques and codes of practice 157
Synchronous lateral excitation on lively footbridges: modelling and application to the T-bridge in Japan 155
Crowd-Structure Interaction in laterally vibrating footbridges 152
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 139
FE modelling of the Streicker Footbridge 127
The Structural Effects of Micro-Geometry on Masonry Vaults 125
Static behaviour of in scale masonry vaults under imposed settlement of the supports 120
Numerical modelling of masonry vaults with different brick pattern 100
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 98
Seismic assessment of masonry cross vaults through non-linear static analyses 92
Influence of in-plane and out-of-plane stiffness on the stability of free-edge gridshells: A parametric analysis 87
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 81
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 79
Analysis of masonry vaults through simplified micro-models 78
Mitigation of human‐induced vertical vibrations of footbridges through crowd flow control 74
Finite element models of a benchmark footbridge 74
Seismic behaviour of cross vaults with different brick pattern 66
Comparison between structure- and crowd-based mitigation strategies on vibrating footbridges 65
Footbridge lateral vibrations induced by synchronised pedestrians: An overview on modelling strategies 65
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 63
Pedestrian lateral action on lively footbridges: A new load model 52
Influence of pattern anisotropy on the structural behaviour of free-edge single-layer gridshells 51
Effects of geometrical factors on the buckling behaviour of free-edge single-layer gridshells 49
Numerical validation of the Generalized Equivalent Spectral Model through crowd dynamics simulations 49
Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults 48
Vibration Serviceability Assessment of a Historic Suspension Footbridge 48
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 40
Holistic performance assessment of gridshells: Methodological framework and applications to steel gridshells 38
An application of a reality-based approach for the generation of masonry cross vaults FE block models 37
Exploring new frontiers in gridshell design: The FreeGrid benchmark 24
FreeGrid: a benchmark on design and optimisation of free-edge gridshells 22
Vibration serviceability of footbridges in crowded conditions: crowd dynamics simulations vs guidelines’ predictions 19
Totale 8.224
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Categoria #
all - tutte 22.218
article - articoli 13.879
book - libri 0
conference - conferenze 7.753
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 586
Totale 44.436
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020577 0 0 0 90 74 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
2024/2025420 42 281 84 13 0 0 0 0 0 0 0 0
Totale 8.224