IRIS
Dezi, Francesca
 Distribuzione geografica
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Continente #
AS - Asia 1.498
NA - Nord America 1.309
EU - Europa 544
SA - Sud America 132
AF - Africa 18
OC - Oceania 3
Totale 3.504
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Nazione #
US - Stati Uniti d'America 1.273
SG - Singapore 608
CN - Cina 473
IN - India 120
EE - Estonia 104
IL - Israele 102
BR - Brasile 100
FR - Francia 91
DE - Germania 80
HK - Hong Kong 73
IT - Italia 66
VN - Vietnam 56
SM - San Marino 40
GB - Regno Unito 38
PL - Polonia 27
LV - Lettonia 22
CO - Colombia 16
MX - Messico 16
CA - Canada 14
AR - Argentina 11
FI - Finlandia 11
KR - Corea 11
BD - Bangladesh 10
ID - Indonesia 10
NL - Olanda 10
UA - Ucraina 10
TR - Turchia 8
ZA - Sudafrica 8
LT - Lituania 7
SE - Svezia 7
AT - Austria 6
BE - Belgio 5
IQ - Iraq 5
PH - Filippine 5
ES - Italia 4
IR - Iran 4
RU - Federazione Russa 4
TN - Tunisia 4
AE - Emirati Arabi Uniti 3
CR - Costa Rica 3
EG - Egitto 3
IE - Irlanda 3
DK - Danimarca 2
JP - Giappone 2
PK - Pakistan 2
AL - Albania 1
AU - Australia 1
AZ - Azerbaigian 1
BB - Barbados 1
CL - Cile 1
CZ - Repubblica Ceca 1
DZ - Algeria 1
EC - Ecuador 1
GT - Guatemala 1
IM - Isola di Man 1
JM - Giamaica 1
KE - Kenya 1
LB - Libano 1
LU - Lussemburgo 1
NZ - Nuova Zelanda 1
OM - Oman 1
PE - Perù 1
PT - Portogallo 1
RO - Romania 1
RS - Serbia 1
SA - Arabia Saudita 1
SC - Seychelles 1
SR - Suriname 1
TJ - Tagikistan 1
TO - Tonga 1
UY - Uruguay 1
UZ - Uzbekistan 1
Totale 3.504
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Città #
Ashburn 491
San Jose 467
Singapore 214
Beijing 108
Bengaluru 101
Tel Aviv 101
Tallinn 75
Hong Kong 70
San Marino 35
Frankfurt am Main 32
Ho Chi Minh City 29
Munich 27
Warsaw 25
Hillsboro 24
São Paulo 18
New York 15
Ginebra 12
Los Angeles 11
Orem 11
Tianjin 11
Brooklyn 10
Mexico City 10
Seodaemun-gu 10
Turku 10
Bexley 9
Guangzhou 9
London 9
Shenzhen 9
Chennai 8
Johannesburg 8
Nanjing 8
Rome 8
Toronto 8
Hanoi 7
Roubaix 7
San Francisco 7
Santa Clara 7
Charlotte 6
Chicago 6
Manchester 6
Shanghai 6
Stockholm 6
Brussels 5
Changsha 5
Hangzhou 5
Rubiera 5
Shijiazhuang 5
Xi'an 5
Ankara 4
Baiano 4
Hefei 4
Phoenix 4
Rio de Janeiro 4
Wuhan 4
Baghdad 3
Bend 3
Boston 3
Brasília 3
Camerino 3
Chengdu 3
Dallas 3
Dongguan 3
Dublin 3
Istanbul 3
Jinan 3
Milan 3
Mumbai 3
New Delhi 3
Ottawa 3
Resistencia 3
Reston 3
Verucchio 3
Vienna 3
Wuxi 3
Zhengzhou 3
Zibo 3
Amsterdam 2
Annapolis 2
Bagnolo Mella 2
Bergamo 2
Birmingham 2
Biên Hòa 2
Bogotá 2
Bondy 2
Cairo 2
Campinas 2
Canoas 2
Catalão 2
Celano 2
Coronel Fabriciano 2
Cosenza 2
Dalian 2
Denver 2
Dhaka 2
Dogana 2
Dubai 2
Düsseldorf 2
Edison 2
Fiumicino 2
Haiphong 2
Totale 2.219
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Nome #
2D higher order model for the dynamic analysis of bridge embankments 95
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 82
A Methodology for the Identification of Physical Parameters of Soil-Foundation-Pier Systems from Identified State-Space Models 82
Current State of the Dynamic Monitoring of the “Chiaravalle Viaduct” 61
A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models 57
A model for the 3D kinematic interaction analysis of pile groups in layered soils 55
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 55
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 49
Dynamic response of a near-shore pile to lateral impact load 48
Soil-Structure Interaction Effects on the Seismic Response of Multi-Span Viaduct. 47
Dynamic behaviour of soil-foundation-structure systems subjected to scour 47
Dynamic analysis of inclined piles 45
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 45
Sustainable reuse of construction, demolition and excavation waste in urban constructions: examples of circular economy in the Republic of San Marino 45
Dynamic analysis of battered pile groups 44
Correction to: A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils (Bulletin of Earthquake Engineering, (2021), 10.1007/s10518-021-01272-0) 44
Dynamic Characterization of Open-ended Pipe Piles in Marine Environment 43
Analytical evaluation of impedances and kinematic response of inclined piles. 41
A numerical model for the dynamic analysis of inclined pile groups 41
Field tests of vibro-driven piles under lateral impact loading 41
Kinematic Bending Moments in Square Pile Groups 41
Kinematic bending moments in pile foundations 40
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 40
Different measuring methods for estimating the hydraulic conductivity on the shallow aquifer along a stretch of the Rimini coast. 40
Linear soil-structure interaction of coupled wall-frame structures on pile foundations 39
Benefits of inclined pile foundations in earthquake resistant design of bridges 39
Influence of ground motion duration and soil non-linearity on the performance of single piles under seismic loads 38
Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles 38
Earthquake geotechnical engineering aspects: the 2012 Emilia-Romagna earthquake (Italy) 37
Dynamic stiffness and kinematic response of bridge embankments 37
Full-scale lateral impact load test of a 3-pile group 37
Site effects and soil-structure interaction on an isolated highway overcrossing on pile foundations 37
Dynamic spatial response of structures considering soil-foundation-structure interaction: analytical model 37
Static equivalent method for the kinematic interaction analysis of pile foundations 37
Dynamic analysis of pile foundation in layered soils 37
Influence of ground motion duration and soil non-linearity on the performance of single piles under seismic loads 36
Higher order model for the seismic response of bridge embankments 36
Field tests and numerical analysis of piles under lateral impact loading 36
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge 36
Static equivalent method for the kinematic interaction analysis of single piles 35
Dynamic spatial response of structures considering soil-foundation-structure interaction: application to a railway bridge 35
Sperimentazione di una pavimentazione rigida fibrorinforzata realizzata nella galleria Le Fratte del Quadrilatero Umbria-Marche 34
Lumped Parameter Model for the Time-Domain Soil Structure Interaction Analysis of Structures on Pile Foundation 34
Seismic response of bridges on pile foundations considering soil-structure interaction 34
Static equivalent method for the kinematic analysis of single piles 34
Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction 34
Seismic response of coupled wall-frame structures on pile foundations 33
Soil-structure interaction in the seismic response of the isolated overcrossings of the A14 Motorway section Cattolica-Senigallia 33
Seismic soil-structure-interaction of multi-span bridges with continuous deck 33
Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles 32
Simple Formulas for Estimating a Lumped Parameter Model to Reproduce Impedances of End-Bearing Pile Foundations 32
Risposta sismica di telai in calcestruzzo armato fondati su pali 32
Local site effects and incremental damage of buildings during the 2016 Central Italy earthquake sequence 32
Seismic response of viaducts accounting for soil-structure interaction 31
Numerical and simplified methods for soil-pile interaction analysis 31
Linear and Nonlinear Dynamic Response of Piles in Soft Marine Clay 31
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 31
Impedances of pile foundations for the spatial dynamic response of structures 31
Soil-pile-structure interaction in the seismic response of coupled wall-frame structures 30
Impedances of Inclined Piles: an Analytical Solution 30
Prove in vera grandezza e analisi numeriche di pali con forzante orizzontale impulsiva 30
Nonlinear dynamic response of near-shore piles subjected to snap-back testing 30
Experimental study of near-shore pile-to-pile interaction 30
Effects of soil-pile-structure interaction on the non-linear seismic response of coupled wall-frame structures 30
Seismic response of reinforced concrete frames on pile foundations 30
Kinematic interaction in pile foundations 30
Reconnaissance of 2016 central Italy earthquake sequence 29
Dynamic response of bridges with soil-pile-structure interaction 29
Field tests on micropiles under dynamic lateral loading. 29
Effects of soil-foundation flexibility on the performance of reinforced concrete frame structures 28
Seismic response of a coupled wall-frame structure considering soil-pile-structure interaction 28
Lateral impact loading and snap-back testing to estimate linear and nonlinear dynamic response of near-shore piles 28
Influence of the soil-structure interaction in the seismic response of a railway bridge 28
Full-scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils. 27
The influence of soil non linearity on the seismic response of bridge structures supported on extended pile shafts 27
Generation of Non-Synchronous Accelerograms to Evaluate the Seismic Bridge Response, Including Local Site Amplification 26
Kinematic interaction in pile foundations 26
Effects of soil-structure interaction on the seismic damageability of coupled wall-frame structures on pile foundation 26
Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests 26
Risposta sismica di pile fondate su gruppi di pali inclinati 26
L'EFFETTO DEL CORDOLO SULLA RISPOSTA CINEMATICA E SULLE FUNZIONI DI IMPEDENZA DI FONDAZIONI MONOPALO 25
Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations 25
Risposta sismica di pile da ponte fondate su gruppi di pali inclinati 25
Seismic Response of Reinforced Concrete Frames on Monopile Foundations 25
Effects of Piles Inclination and Layout on the Dynamic Response of Foundations and Superstructures 25
KINEMATIC BENDING MOMENTS IN SQUARE PILE GROUPS 25
Seismic response of bridge piers founded on inclined pile groups 24
Simultaneous effect of spatial variability of ground motion due to site conditions and SSI on the seismic response of multi-span viaducts 24
The effect of tie beams on the kinematic response and impedance functions of monopile foundations 24
Empirical formulas to define LPMs for time-domain analysis of structures on pile foundations 24
Static equivalent method for the kinematic interaction analysis of pile foundations 24
Implications of non-synchronous excitation induced by nonlinear site amplification and soil-structure interaction on the seismic response of multi-span bridges founded on piles. 24
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 22
Experimental Study on Instrumented Micropiles 22
Sperimentazione in vera grandezza per lo studio dell'interazione dinamica palo-terreno-palo: porto turistico Mirabello, La Spezia 22
Seismic Response of Bridges Accounting for Soil-Structure Interaction effects and the Non-Synchronous Ground Motion due to 1D and 2D site analysis. 21
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 21
Soil-Pile-Structure Interaction Under Seismic Loads: Influence Of Ground Motion Intensity, Duration And Non Linearity 20
Micropile foundation subjected to dynamic lateral loading 20
Impact of ground motion duration and soil non-linearity on the seismic performance of single piles. 18
Totale 3.490
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Categoria #
all - tutte 31.110
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 31.110
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2022/202343 0 0 0 0 0 0 3 4 2 1 26 7
2023/202451 7 4 13 1 0 0 4 13 0 4 3 2
2024/2025867 1 31 1 109 64 4 53 24 224 109 77 170
2025/20262.544 99 165 250 222 222 248 438 331 254 315 0 0
Totale 3.505