PORTO @ Archivio Istituzionale della Ricerca

VENUTI, FIAMMETTA
 Distribuzione geografica
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Continente #
NA - Nord America 5.179
EU - Europa 4.714
AS - Asia 3.819
SA - Sud America 301
Continente sconosciuto - Info sul continente non disponibili 218
AF - Africa 53
OC - Oceania 8
Totale 14.292
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Nazione #
US - Stati Uniti d'America 5.067
IT - Italia 1.636
SG - Singapore 1.151
VN - Vietnam 928
CN - Cina 816
DE - Germania 627
FR - Francia 591
GB - Regno Unito 553
RU - Federazione Russa 405
BR - Brasile 219
KR - Corea 218
UA - Ucraina 215
HK - Hong Kong 164
IE - Irlanda 120
IN - India 118
NL - Olanda 110
SE - Svezia 92
TR - Turchia 88
CA - Canada 73
FI - Finlandia 71
BE - Belgio 69
JP - Giappone 62
BD - Bangladesh 57
AT - Austria 53
CH - Svizzera 52
ID - Indonesia 34
MY - Malesia 33
PH - Filippine 28
TH - Thailandia 27
AR - Argentina 22
ZA - Sudafrica 22
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 10
MA - Marocco 9
MX - Messico 9
PT - Portogallo 9
EU - Europa 8
JM - Giamaica 8
JO - Giordania 8
SA - Arabia Saudita 8
AP - ???statistics.table.value.countryCode.AP??? 7
AU - Australia 7
VE - Venezuela 7
CL - Cile 6
CR - Costa Rica 6
DK - Danimarca 6
IL - Israele 6
KE - Kenya 6
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
NI - Nicaragua 5
PE - Perù 5
UZ - Uzbekistan 5
GR - Grecia 4
HU - Ungheria 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
UY - Uruguay 3
BB - Barbados 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
EE - Estonia 2
GT - Guatemala 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
DZ - Algeria 1
GY - Guiana 1
KN - Saint Kitts e Nevis 1
KW - Kuwait 1
ML - Mali 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PR - Porto Rico 1
SI - Slovenia 1
SN - Senegal 1
SV - El Salvador 1
TG - Togo 1
Totale 14.075
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Città #
Ashburn 989
Singapore 663
Southend 447
Turin 369
San Jose 366
Seattle 356
Chandler 288
Ho Chi Minh City 242
Hanoi 227
Fairfield 214
Beijing 205
Santa Clara 180
Princeton 157
Milan 144
Dallas 139
Woodbridge 134
Houston 130
Ann Arbor 127
Hong Kong 125
Des Moines 123
Hangzhou 122
Boardman 121
Dublin 110
Council Bluffs 107
Jacksonville 107
Seoul 103
Wilmington 102
Berlin 95
Los Angeles 86
Rome 84
Chicago 79
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
Bologna 43
Tokyo 43
Shanghai 37
Vienna 37
San Donato Milanese 34
The Dalles 34
Haiphong 33
New York 31
Toronto 27
Zaporozhye 26
Brescia 25
Moscow 25
Jakarta 24
Munich 24
Pennsylvania Furnace 24
Baltimore 23
São Paulo 22
Overberg 21
San Francisco 21
Herkenbosch 20
Hải Dương 20
Frankfurt am Main 19
Naples 19
North Bergen 19
Groningen 18
Sofia 18
Guangzhou 17
Nuremberg 17
Istanbul 16
Saint Petersburg 16
Massa 15
Phoenix 15
Trieste 15
Valfenera 15
Lappeenranta 14
Padua 14
Roncade 14
Chennai 13
Figino 12
Las Vegas 12
London 12
Norwalk 12
Pisa 12
Redwood City 12
Can Tho 11
Dearborn 11
Fujian 11
San Diego 11
Warsaw 11
Amsterdam 10
Andover 10
Atlanta 10
Brugherio 10
Bắc Giang 10
Genoa 10
Modena 10
Paris 10
Totale 8.472
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Nome #
Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells 508
Mitigation of human-induced lateral vibrations on footbridges through walkway shaping 465
Footbridge lateral vibrations induced by synchronized pedestrians: an overview on modelling strategies 412
Non-local first-order modelling of crowd dynamics: a multidimensional framework with applications 400
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 388
Pedestrian-induced torsional vibrations of suspended footbridges: proposal and evaluation of vibration countermeasures 386
Crowd dynamics on a moving platform: Mathematical modelling and application to lively footbridges 378
Modelling framework of pedestrian-footbridge interaction in vertical direction 332
A Simplified Serviceability Assessment of Footbridge Dynamic Behaviour under Lateral Crowd Loading 308
Crowd-Structure Interaction in footbridges: modelling, application to a real case-study and sensitivity analyses 305
Computational simulation of crowd and wind flow over bridge structures 304
Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review 292
Pedestrian lateral excitation on lively footbridges: a new load model 281
A new load model of the pedestrian lateral action 275
Limit of hanger linearity in suspension footbridge dynamics: A new section model 273
An interpretative model of the pedestrian fundamental relation 272
Seismic assessment of masonry cross vaults through non-linear static analyses 265
The pedestrian speed-density relation: modelling and application. 259
CROWD-STRUCTURE INTERACTION:DYNAMICS MODELLING AND COMPUTATIONAL SIMULATIONS 251
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 249
Concezione di una passerella pedonale sospesa attraverso l’ottimizzazione numerica 249
An application of a reality-based approach for the generation of masonry cross vaults FE block models 248
Pedestrian-structure interaction in the vertical direction: coupled model and application to lively footbridges 245
Seismic behaviour of cross vaults with different brick pattern 242
Lively footbridges: overview and perspectives for the development of crowd and structure monitoring systems 240
Pedestrian loads and dynamic performances of lively footbridges: an overview on measurement techniques and codes of practice 239
The Structural Effects of Micro-Geometry on Masonry Vaults 239
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 239
IL CONTRIBUTO DELL’OTTIMIZZAZIONE ALLA CONCEZIONEDELLE STRUTTURE DI FUNI 236
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 224
FE modelling of the Streicker Footbridge 222
Synchronous lateral excitation on lively footbridges: modelling and application to the T-bridge in Japan 211
Static behaviour of in scale masonry vaults under imposed settlement of the supports 210
The synchronous lateral excitation phenomenon: modeling framework and application. 209
The REVHEAL Project: Design of Pilot-Scale Prototypes of Masonry Cross Vaults 208
Crowd-Structure Interaction in laterally vibrating footbridges 204
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 204
FreeGrid: un benchmark su progetto e ottimizzazione di gridshell con imposta parzialmente vincolata 202
Holistic performance assessment of gridshells: Methodological framework and applications to steel gridshells 196
Numerical modelling of masonry vaults with different brick pattern 195
Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults 185
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 184
Exploring new frontiers in gridshell design: The FreeGrid benchmark 182
The REVHEAL Project: Preliminary FE Simulations of Full-Scale Tests on Masonry Cross Vaults 178
FreeGrid: a benchmark on design and optimisation of free-edge gridshells 177
Analysis of masonry vaults through simplified micro-models 171
Influence of in-plane and out-of-plane stiffness on the stability of free-edge gridshells: A parametric analysis 163
Mitigation of human‐induced vertical vibrations of footbridges through crowd flow control 162
Pedestrian lateral action on lively footbridges: A new load model 153
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 146
Vibration serviceability of footbridges in crowded conditions: crowd dynamics simulations vs guidelines’ predictions 135
Finite element models of a benchmark footbridge 133
FreeGrid benchmark: soluzioni progettuali per una volta a botte reticolare in acciaio con imposta parzialmente vincolata 132
Footbridge lateral vibrations induced by synchronised pedestrians: An overview on modelling strategies 130
Vibration Serviceability Assessment of a Historic Suspension Footbridge 128
Comparison between structure- and crowd-based mitigation strategies on vibrating footbridges 127
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 106
Design solutions for the barrel vault FreeGrid Design Baseline Gridshell 104
Effects of geometrical factors on the buckling behaviour of free-edge single-layer gridshells 100
Numerical validation of the Generalized Equivalent Spectral Model through crowd dynamics simulations 98
Assessment of the structural, buildability and sustainability performances of the FreeGrid Design Baseline Gridshell 90
CONCEZIONE STRUTTURALE E VALUTAZIONE OLISTICA DELLE PRESTAZIONI DI GRIDSHELL A BORDO LIBERO 64
Conceptual Design from Precedents and Holistic Performance Assessment of Free-edge Gridshells 55
Totale 14.292
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Categoria #
all - tutte 38.886
article - articoli 22.516
book - libri 0
conference - conferenze 15.554
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 816
Totale 77.772
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022585 0 0 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
2026/2027317 138 131 48 0 0 0 0 0 0 0 0 0
Totale 14.292