PORTO @ Archivio Istituzionale della Ricerca

VENUTI, FIAMMETTA
 Distribuzione geografica
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Continente #
NA - Nord America 4.828
EU - Europa 4.504
AS - Asia 3.738
SA - Sud America 289
AF - Africa 53
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 3
Totale 13.423
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Nazione #
US - Stati Uniti d'America 4.752
IT - Italia 1.447
SG - Singapore 1.126
VN - Vietnam 927
CN - Cina 808
DE - Germania 626
FR - Francia 590
GB - Regno Unito 553
RU - Federazione Russa 405
KR - Corea 218
BR - Brasile 215
UA - Ucraina 215
HK - Hong Kong 164
IE - Irlanda 120
IN - India 118
NL - Olanda 106
SE - Svezia 88
TR - Turchia 88
FI - Finlandia 69
BE - Belgio 68
CA - Canada 62
JP - Giappone 60
AT - Austria 53
CH - Svizzera 49
ID - Indonesia 33
MY - Malesia 32
PH - Filippine 27
TH - Thailandia 27
ZA - Sudafrica 22
BG - Bulgaria 20
TW - Taiwan 20
AR - Argentina 19
PL - Polonia 19
CO - Colombia 17
BD - Bangladesh 15
IQ - Iraq 14
IR - Iran 11
RO - Romania 11
EC - Ecuador 10
MA - Marocco 9
PT - Portogallo 9
ES - Italia 8
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
GR - Grecia 4
LT - Lituania 4
NP - Nepal 4
PK - Pakistan 4
AO - Angola 3
AZ - Azerbaigian 3
BO - Bolivia 3
BY - Bielorussia 3
CL - Cile 3
EG - Egitto 3
ET - Etiopia 3
HR - Croazia 3
KZ - Kazakistan 3
UY - Uruguay 3
CZ - Repubblica Ceca 2
HU - Ungheria 2
LU - Lussemburgo 2
LV - Lettonia 2
NG - Nigeria 2
NI - Nicaragua 2
PA - Panama 2
QA - Qatar 2
RS - Serbia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
EE - Estonia 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 13.423
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Città #
Ashburn 943
Singapore 659
Southend 447
Seattle 355
Turin 355
San Jose 312
Chandler 288
Ho Chi Minh City 242
Hanoi 226
Fairfield 214
Beijing 202
Santa Clara 170
Princeton 157
Dallas 135
Woodbridge 134
Houston 129
Ann Arbor 127
Hong Kong 125
Des Moines 123
Hangzhou 122
Boardman 117
Dublin 110
Jacksonville 106
Seoul 103
Wilmington 102
Berlin 95
Milan 87
Los Angeles 80
Chicago 78
Lauterbourg 71
Torino 70
Cambridge 67
Council Bluffs 62
Brussels 61
Izmir 56
San Ramon 55
Helsinki 52
Rome 47
Hefei 46
Da Nang 45
Zhengzhou 45
Bern 43
Buffalo 43
Tokyo 42
Bologna 37
Vienna 37
Shanghai 36
San Donato Milanese 34
Haiphong 33
The Dalles 31
New York 28
Zaporozhye 26
Brescia 25
Moscow 25
Jakarta 24
Munich 24
Pennsylvania Furnace 24
Toronto 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
Saint Petersburg 16
Massa 15
Trieste 15
Valfenera 15
Lappeenranta 14
Padua 14
Roncade 14
Chennai 13
London 12
Norwalk 12
Pisa 12
Redwood City 12
Can Tho 11
Fujian 11
Las Vegas 11
Naples 11
Warsaw 11
Amsterdam 10
Andover 10
Atlanta 10
Brugherio 10
Bắc Giang 10
Dearborn 10
Modena 10
San Diego 10
Washington 10
Biên Hòa 9
Bến Tre 9
Johannesburg 9
Totale 8.142
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Nome #
Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells 493
Mitigation of human-induced lateral vibrations on footbridges through walkway shaping 457
Footbridge lateral vibrations induced by synchronized pedestrians: an overview on modelling strategies 407
Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges 380
Pedestrian-induced torsional vibrations of suspended footbridges: proposal and evaluation of vibration countermeasures 379
Crowd dynamics on a moving platform: Mathematical modelling and application to lively footbridges 372
Non-local first-order modelling of crowd dynamics: a multidimensional framework with applications 368
Modelling framework of pedestrian-footbridge interaction in vertical direction 321
A Simplified Serviceability Assessment of Footbridge Dynamic Behaviour under Lateral Crowd Loading 301
Crowd-Structure Interaction in footbridges: modelling, application to a real case-study and sensitivity analyses 299
Computational simulation of crowd and wind flow over bridge structures 295
Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review 290
Pedestrian lateral excitation on lively footbridges: a new load model 272
A new load model of the pedestrian lateral action 272
An interpretative model of the pedestrian fundamental relation 267
Limit of hanger linearity in suspension footbridge dynamics: A new section model 265
Seismic assessment of masonry cross vaults through non-linear static analyses 254
The pedestrian speed-density relation: modelling and application. 252
CROWD-STRUCTURE INTERACTION:DYNAMICS MODELLING AND COMPUTATIONAL SIMULATIONS 246
Pedestrian-structure interaction in the vertical direction: coupled model and application to lively footbridges 241
Concezione di una passerella pedonale sospesa attraverso l’ottimizzazione numerica 241
Lively footbridges: overview and perspectives for the development of crowd and structure monitoring systems 238
IL CONTRIBUTO DELL’OTTIMIZZAZIONE ALLA CONCEZIONEDELLE STRUTTURE DI FUNI 233
Pedestrian loads and dynamic performances of lively footbridges: an overview on measurement techniques and codes of practice 232
Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults 232
The Structural Effects of Micro-Geometry on Masonry Vaults 227
Seismic behaviour of cross vaults with different brick pattern 222
An application of a reality-based approach for the generation of masonry cross vaults FE block models 221
Reality-Based FE Block Models of Masonry Cross Vaults: A Real Case Study 219
FE modelling of the Streicker Footbridge 214
Synchronous lateral excitation on lively footbridges: modelling and application to the T-bridge in Japan 209
Static behaviour of in scale masonry vaults under imposed settlement of the supports 205
The synchronous lateral excitation phenomenon: modeling framework and application. 204
Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults 200
Crowd-Structure Interaction in laterally vibrating footbridges 197
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 197
Numerical modelling of masonry vaults with different brick pattern 191
Holistic performance assessment of gridshells: Methodological framework and applications to steel gridshells 189
FreeGrid: un benchmark su progetto e ottimizzazione di gridshell con imposta parzialmente vincolata 181
Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults 177
The REVHEAL Project: Design of Pilot-Scale Prototypes of Masonry Cross Vaults 177
Seismic in-plane displacement capacity of masonry barrel vaults: the role of constructive aspects 174
Exploring new frontiers in gridshell design: The FreeGrid benchmark 172
Analysis of masonry vaults through simplified micro-models 166
Influence of in-plane and out-of-plane stiffness on the stability of free-edge gridshells: A parametric analysis 159
The REVHEAL Project: Preliminary FE Simulations of Full-Scale Tests on Masonry Cross Vaults 157
FreeGrid: a benchmark on design and optimisation of free-edge gridshells 156
Mitigation of human‐induced vertical vibrations of footbridges through crowd flow control 154
Pedestrian lateral action on lively footbridges: A new load model 150
Human-induced loading and dynamic response of footbridges in the vertical direction due to restricted pedestrian traffic 141
Finite element models of a benchmark footbridge 130
Vibration serviceability of footbridges in crowded conditions: crowd dynamics simulations vs guidelines’ predictions 128
Footbridge lateral vibrations induced by synchronised pedestrians: An overview on modelling strategies 127
Comparison between structure- and crowd-based mitigation strategies on vibrating footbridges 124
Vibration Serviceability Assessment of a Historic Suspension Footbridge 124
Influence of pattern anisotropy on the structural behaviour of free-edge single-layer gridshells 121
FreeGrid benchmark: soluzioni progettuali per una volta a botte reticolare in acciaio con imposta parzialmente vincolata 112
Effects of geometrical factors on the buckling behaviour of free-edge single-layer gridshells 97
Numerical validation of the Generalized Equivalent Spectral Model through crowd dynamics simulations 95
VALUTAZIONE DELLE PRESTAZIONI MECCANICHE, COSTRUTTIVE E DI SOSTENIBILITÀ DEI GRIDSHELL FREEGRID 88
Design solutions for the barrel vault FreeGrid Design Baseline Gridshell 86
Assessment of the structural, buildability and sustainability performances of the FreeGrid Design Baseline Gridshell 78
Conceptual Design from Precedents and Holistic Performance Assessment of Free-edge Gridshells 33
CONCEZIONE STRUTTURALE E VALUTAZIONE OLISTICA DELLE PRESTAZIONI DI GRIDSHELL A BORDO LIBERO 29
Totale 13.638
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Categoria #
all - tutte 35.649
article - articoli 20.731
book - libri 0
conference - conferenze 14.148
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 770
Totale 71.298
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202163 0 0 0 0 0 0 0 0 0 0 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
2025/20264.283 275 186 343 412 303 267 696 337 968 423 73 0
Totale 13.638