PORTO @ Archivio Istituzionale della Ricerca

VENUTI, FIAMMETTA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 5.000
EU - Europa 4.673
AS - Asia 3.788
SA - Sud America 297
AF - Africa 53
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 3
Totale 13.822
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 4.915
IT - Italia 1.605
SG - Singapore 1.143
VN - Vietnam 928
CN - Cina 810
DE - Germania 627
FR - Francia 591
GB - Regno Unito 553
RU - Federazione Russa 405
BR - Brasile 218
KR - Corea 218
UA - Ucraina 215
HK - Hong Kong 164
IE - Irlanda 120
IN - India 118
NL - Olanda 109
SE - Svezia 88
TR - Turchia 88
BE - Belgio 69
FI - Finlandia 69
CA - Canada 66
JP - Giappone 61
AT - Austria 53
CH - Svizzera 52
BD - Bangladesh 42
ID - Indonesia 33
MY - Malesia 33
PH - Filippine 28
TH - Thailandia 27
ZA - Sudafrica 22
AR - Argentina 21
BG - Bulgaria 20
TW - Taiwan 20
CO - Colombia 19
PL - Polonia 19
IQ - Iraq 14
IR - Iran 11
RO - Romania 11
EC - Ecuador 10
ES - Italia 9
MA - Marocco 9
PT - Portogallo 9
EU - Europa 8
JO - Giordania 8
MX - Messico 8
SA - Arabia Saudita 8
AP - ???statistics.table.value.countryCode.AP??? 7
AU - Australia 7
VE - Venezuela 7
DK - Danimarca 6
IL - Israele 6
KE - Kenya 6
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
PE - Perù 5
UZ - Uzbekistan 5
CL - Cile 4
GR - Grecia 4
LT - Lituania 4
NP - Nepal 4
PK - Pakistan 4
AO - Angola 3
AZ - Azerbaigian 3
BO - Bolivia 3
BY - Bielorussia 3
EG - Egitto 3
ET - Etiopia 3
HR - Croazia 3
KZ - Kazakistan 3
NI - Nicaragua 3
UY - Uruguay 3
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
EE - Estonia 2
HU - Ungheria 2
JM - Giamaica 2
LU - Lussemburgo 2
LV - Lettonia 2
NG - Nigeria 2
PA - Panama 2
QA - Qatar 2
RS - Serbia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BB - Barbados 1
CR - Costa Rica 1
DZ - Algeria 1
GY - Guiana 1
KW - Kuwait 1
ML - Mali 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
OM - Oman 1
SI - Slovenia 1
SN - Senegal 1
TG - Togo 1
TZ - Tanzania 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 13.822
Salva come PNG Salva come JPEG
Città #
Ashburn 963
Singapore 660
Southend 447
Turin 367
San Jose 356
Seattle 355
Chandler 288
Ho Chi Minh City 242
Hanoi 227
Fairfield 214
Beijing 203
Santa Clara 177
Princeton 157
Milan 140
Dallas 135
Woodbridge 134
Houston 130
Ann Arbor 127
Hong Kong 125
Des Moines 123
Hangzhou 122
Boardman 121
Dublin 110
Jacksonville 106
Seoul 103
Wilmington 102
Berlin 95
Los Angeles 84
Rome 80
Council Bluffs 79
Chicago 78
Lauterbourg 71
Torino 70
Cambridge 67
Brussels 61
Izmir 56
San Ramon 55
Helsinki 52
Hefei 46
Buffalo 45
Da Nang 45
Zhengzhou 45
Bern 43
Tokyo 42
Bologna 40
Vienna 37
Shanghai 36
San Donato Milanese 34
Haiphong 33
The Dalles 32
New York 29
Zaporozhye 26
Brescia 25
Moscow 25
Toronto 25
Jakarta 24
Munich 24
Pennsylvania Furnace 24
Baltimore 23
São Paulo 22
Overberg 21
Herkenbosch 20
Hải Dương 20
San Francisco 20
Frankfurt am Main 19
North Bergen 19
Groningen 18
Sofia 18
Guangzhou 17
Nuremberg 17
Istanbul 16
Naples 16
Saint Petersburg 16
Massa 15
Trieste 15
Valfenera 15
Lappeenranta 14
Padua 14
Roncade 14
Chennai 13
Figino 12
London 12
Norwalk 12
Pisa 12
Redwood City 12
Can Tho 11
Dearborn 11
Fujian 11
Las Vegas 11
San Diego 11
Warsaw 11
Amsterdam 10
Andover 10
Atlanta 10
Brugherio 10
Bắc Giang 10
Genoa 10
Modena 10
Paris 10
Piscataway 10
Totale 8.360
Salva come PNG Salva come JPEG
Nome #
Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells 500
Mitigation of human-induced lateral vibrations on footbridges through walkway shaping 462
Footbridge lateral vibrations induced by synchronized pedestrians: an overview on modelling strategies 410
Pedestrian-induced torsional vibrations of suspended footbridges: proposal and evaluation of vibration countermeasures 383
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 382
Non-local first-order modelling of crowd dynamics: a multidimensional framework with applications 379
Crowd dynamics on a moving platform: Mathematical modelling and application to lively footbridges 376
Modelling framework of pedestrian-footbridge interaction in vertical direction 325
A Simplified Serviceability Assessment of Footbridge Dynamic Behaviour under Lateral Crowd Loading 306
Crowd-Structure Interaction in footbridges: modelling, application to a real case-study and sensitivity analyses 302
Computational simulation of crowd and wind flow over bridge structures 298
Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review 291
Pedestrian lateral excitation on lively footbridges: a new load model 278
A new load model of the pedestrian lateral action 273
Limit of hanger linearity in suspension footbridge dynamics: A new section model 271
An interpretative model of the pedestrian fundamental relation 269
Seismic assessment of masonry cross vaults through non-linear static analyses 261
The pedestrian speed-density relation: modelling and application. 257
CROWD-STRUCTURE INTERACTION:DYNAMICS MODELLING AND COMPUTATIONAL SIMULATIONS 250
Concezione di una passerella pedonale sospesa attraverso l’ottimizzazione numerica 246
An application of a reality-based approach for the generation of masonry cross vaults FE block models 245
Pedestrian-structure interaction in the vertical direction: coupled model and application to lively footbridges 244
Lively footbridges: overview and perspectives for the development of crowd and structure monitoring systems 239
Seismic behaviour of cross vaults with different brick pattern 239
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 237
Pedestrian loads and dynamic performances of lively footbridges: an overview on measurement techniques and codes of practice 235
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 234
IL CONTRIBUTO DELL’OTTIMIZZAZIONE ALLA CONCEZIONEDELLE STRUTTURE DI FUNI 233
The Structural Effects of Micro-Geometry on Masonry Vaults 232
FE modelling of the Streicker Footbridge 218
Synchronous lateral excitation on lively footbridges: modelling and application to the T-bridge in Japan 210
The synchronous lateral excitation phenomenon: modeling framework and application. 207
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 207
Static behaviour of in scale masonry vaults under imposed settlement of the supports 207
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 203
Crowd-Structure Interaction in laterally vibrating footbridges 201
FreeGrid: un benchmark su progetto e ottimizzazione di gridshell con imposta parzialmente vincolata 197
The REVHEAL Project: Design of Pilot-Scale Prototypes of Masonry Cross Vaults 195
Holistic performance assessment of gridshells: Methodological framework and applications to steel gridshells 194
Numerical modelling of masonry vaults with different brick pattern 192
Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults 183
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 182
Exploring new frontiers in gridshell design: The FreeGrid benchmark 175
FreeGrid: a benchmark on design and optimisation of free-edge gridshells 174
Analysis of masonry vaults through simplified micro-models 169
The REVHEAL Project: Preliminary FE Simulations of Full-Scale Tests on Masonry Cross Vaults 168
Influence of in-plane and out-of-plane stiffness on the stability of free-edge gridshells: A parametric analysis 161
Mitigation of human‐induced vertical vibrations of footbridges through crowd flow control 158
Pedestrian lateral action on lively footbridges: A new load model 152
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 144
Finite element models of a benchmark footbridge 132
Vibration serviceability of footbridges in crowded conditions: crowd dynamics simulations vs guidelines’ predictions 130
Footbridge lateral vibrations induced by synchronised pedestrians: An overview on modelling strategies 128
Comparison between structure- and crowd-based mitigation strategies on vibrating footbridges 126
FreeGrid benchmark: soluzioni progettuali per una volta a botte reticolare in acciaio con imposta parzialmente vincolata 125
Vibration Serviceability Assessment of a Historic Suspension Footbridge 125
Influence of pattern anisotropy on the structural behaviour of free-edge single-layer gridshells 124
VALUTAZIONE DELLE PRESTAZIONI MECCANICHE, COSTRUTTIVE E DI SOSTENIBILITÀ DEI GRIDSHELL FREEGRID 103
Effects of geometrical factors on the buckling behaviour of free-edge single-layer gridshells 99
Design solutions for the barrel vault FreeGrid Design Baseline Gridshell 98
Numerical validation of the Generalized Equivalent Spectral Model through crowd dynamics simulations 97
Assessment of the structural, buildability and sustainability performances of the FreeGrid Design Baseline Gridshell 88
CONCEZIONE STRUTTURALE E VALUTAZIONE OLISTICA DELLE PRESTAZIONI DI GRIDSHELL A BORDO LIBERO 59
Conceptual Design from Precedents and Holistic Performance Assessment of Free-edge Gridshells 49
Totale 14.037
Salva come PNG Salva come JPEG
Categoria #
all - tutte 37.330
article - articoli 21.663
book - libri 0
conference - conferenze 14.876
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 791
Totale 74.660
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20264.620 275 186 343 412 303 267 696 337 968 423 127 283
2026/202762 62 0 0 0 0 0 0 0 0 0 0 0
Totale 14.037