DEZI, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 260
EU - Europa 254
AS - Asia 82
AF - Africa 14
SA - Sud America 5
OC - Oceania 2
Totale 617
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Nazione #
US - Stati Uniti d'America 250
IT - Italia 174
FR - Francia 27
VN - Vietnam 25
PL - Polonia 13
CN - Cina 12
GB - Regno Unito 10
DZ - Algeria 8
DE - Germania 7
IR - Iran 7
IN - India 6
CA - Canada 5
TH - Thailandia 5
BD - Bangladesh 4
DK - Danimarca 4
EG - Egitto 4
MX - Messico 4
RU - Federazione Russa 4
CO - Colombia 3
ID - Indonesia 3
KR - Corea 3
SE - Svezia 3
TR - Turchia 3
AE - Emirati Arabi Uniti 2
AU - Australia 2
BR - Brasile 2
CZ - Repubblica Ceca 2
FI - Finlandia 2
HK - Hong Kong 2
IE - Irlanda 2
JO - Giordania 2
JP - Giappone 2
PK - Pakistan 2
TW - Taiwan 2
ZA - Sudafrica 2
BE - Belgio 1
CH - Svizzera 1
CU - Cuba 1
CY - Cipro 1
IS - Islanda 1
KW - Kuwait 1
LT - Lituania 1
NL - Olanda 1
RS - Serbia 1
Totale 617
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Città #
Houston 32
Centro 31
Fairfield 30
Dong Ket 22
Seattle 20
Woodbridge 14
Ann Arbor 13
Ashburn 13
Buffalo 13
Camerino 12
Warsaw 12
Milan 10
Santa Cruz 10
Cambridge 9
Wilmington 8
Beijing 6
Redmond 6
Bangkok 5
Florence 5
Putignano 5
Rome 5
Turin 5
Marche 4
Pabna Sadar 4
Pars 4
Bedford 3
Bergamo 3
Castel Madama 3
Civitavecchia 3
Milpitas 3
Munich 3
New York 3
Paris 3
Senigallia 3
Altavilla Silentina 2
Bari 2
Bengaluru 2
Bucaramanga 2
Cairo 2
Central 2
Clearwater 2
Delhi 2
Dublin 2
Hanoi 2
Helsinki 2
Huddersfield 2
Los Angeles 2
Melbourne 2
Mondolfo 2
Montecarlo 2
Moscow 2
Muizenberg 2
Naples 2
Reggio Emilia 2
Robbiate 2
San Diego 2
San Jose 2
Santa Maria Capua Vetere 2
Seoul 2
São Paulo 2
Taipei 2
Toronto 2
University Park 2
Uscio 2
Zhengzhou 2
Aalst 1
Algiers 1
Ames 1
Ancona 1
Annapolis 1
Arzignano 1
Austin 1
Beograd 1
Bloomfield 1
Boardman 1
Bogotá 1
Bologna 1
Boulder 1
Brossard 1
Børkop 1
Cagliari 1
Calgary 1
Cascina 1
Castrolibero 1
Cedar Knolls 1
Cerea 1
Charlotte 1
Chicago 1
Council Bluffs 1
Delft 1
Draria 1
Easton 1
Eugene 1
Forlì 1
Fuzhou 1
Genoa 1
Giza 1
Hamburg 1
Hangzhou 1
Havana 1
Totale 422
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Nome #
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations, file e0ff0073-cb48-9bac-e053-1705fe0af019 233
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion, file e0ff0073-06bd-9bac-e053-1705fe0af019 145
Numerical and Simplified Methods for Soil-pile Interaction Analysis, file e0ff0074-5a71-9bac-e053-1705fe0af019 63
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati, file e0ff0073-9b39-9bac-e053-1705fe0af019 31
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde, file e0ff0073-9a03-9bac-e053-1705fe0af019 28
Un modello analitico per l’interazione cinematica di pali singoli inclinati, file e0ff0073-9a33-9bac-e053-1705fe0af019 28
Soil-structure interaction effects on the seismic response of multi-span viaducts, file e0ff0072-62e6-9bac-e053-1705fe0af019 20
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts, file e0ff0074-852c-9bac-e053-1705fe0af019 14
Winkler model for predicting the dynamic response of caisson foundations, file 341dd41c-1e80-4c37-9e8a-229ec2747054 11
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation, file e0ff0073-c787-9bac-e053-1705fe0af019 5
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response, file e0ff0073-f6c9-9bac-e053-1705fe0af019 5
Higher order model for the seismic response of bridge embankments, file e0ff0072-6007-9bac-e053-1705fe0af019 4
Lumped parameter model for the time-domain soil-structure interaction analysis of structures on pile foundations, file e0ff0072-62e7-9bac-e053-1705fe0af019 4
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations, file e0ff0073-f570-9bac-e053-1705fe0af019 4
Artificial neural networks for the evaluation of impedance functions of inclined pile groups, file e0ff0073-506b-9bac-e053-1705fe0af019 3
Effetti del non sincronismo del moto sismico indotto da effetti di sito e dalla non linearità del terreno sulla risposta sismica di ponti fondati su pali, file e0ff0073-9ed2-9bac-e053-1705fe0af019 3
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations, file e0ff0073-f15e-9bac-e053-1705fe0af019 3
Soil-structure interaction effects in single bridge piers founded on inclined pile groups, file e0ff0072-c164-9bac-e053-1705fe0af019 2
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results, file e0ff0072-efb6-9bac-e053-1705fe0af019 2
Dynamic Analysis of Inclined Piles, file e0ff0073-0c08-9bac-e053-1705fe0af019 2
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations, file e0ff0073-adfe-9bac-e053-1705fe0af019 2
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali, file e0ff0073-df36-9bac-e053-1705fe0af019 2
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS, file e0ff0073-f5d6-9bac-e053-1705fe0af019 2
The significance of soil-foundation compliance on the dynamic identification of the Chiaravalle viaduct, file e0ff0073-f7d2-9bac-e053-1705fe0af019 2
Numerical and Simplified Methods for Soil-pile Interaction Analysis, file e0ff0074-5a72-9bac-e053-1705fe0af019 2
Seismic response of bridge piers founded on inclined pile groups, file e0ff0074-8527-9bac-e053-1705fe0af019 2
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils, file e0ff0074-ea97-9bac-e053-1705fe0af019 2
Static equivalent method for the kinematic interaction analysis of single piles, file e0ff0072-51ef-9bac-e053-1705fe0af019 1
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction, file e0ff0072-5226-9bac-e053-1705fe0af019 1
Seismic response of reinforced concrete frames on monopile foundations, file e0ff0072-781f-9bac-e053-1705fe0af019 1
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge, file e0ff0072-7828-9bac-e053-1705fe0af019 1
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts, file e0ff0072-8f64-9bac-e053-1705fe0af019 1
Analytical evaluation of impedances and kinematic response of inclined piles, file e0ff0072-93bb-9bac-e053-1705fe0af019 1
Impedances of inclined piles: an analytical solution, file e0ff0072-99fa-9bac-e053-1705fe0af019 1
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis, file e0ff0072-99fd-9bac-e053-1705fe0af019 1
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers, file e0ff0072-c9ac-9bac-e053-1705fe0af019 1
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles, file e0ff0073-0368-9bac-e053-1705fe0af019 1
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation, file e0ff0073-0616-9bac-e053-1705fe0af019 1
Field tests on micropiles under dynamic lateral loading, file e0ff0073-07b9-9bac-e053-1705fe0af019 1
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations, file e0ff0073-bc05-9bac-e053-1705fe0af019 1
A numerical model for the dynamic analysis of inclined pile groups, file e0ff0073-bc08-9bac-e053-1705fe0af019 1
A numerical model for the dynamic analysis of inclined pile groups, file e0ff0073-bc09-9bac-e053-1705fe0af019 1
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations, file e0ff0074-332d-9bac-e053-1705fe0af019 1
Benefits of inclined pile foundations in earthquake resistant design of bridges, file e0ff0074-6005-9bac-e053-1705fe0af019 1
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction, file e1a98efa-c393-42a3-90ec-7c123863c395 1
Totale 642
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Categoria #
all - tutte 1.607
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 1.607
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201923 0 0 0 0 0 0 0 0 0 9 8 6
2019/202086 9 3 4 15 3 2 11 3 4 10 15 7
2020/2021120 8 9 4 3 21 6 11 12 6 8 6 26
2021/2022150 17 6 9 32 22 5 13 6 7 6 21 6
2022/2023139 5 10 19 13 23 12 6 8 5 9 11 18
2023/202486 5 8 6 10 9 3 10 19 9 7 0 0
Totale 642