IRIS
DE LEO, ANDREA MATTEO
 Distribuzione geografica
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Continente #
NA - Nord America 968
EU - Europa 750
AS - Asia 394
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 3
SA - Sud America 2
Totale 2.121
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Nazione #
US - Stati Uniti d'America 968
IE - Irlanda 219
CN - Cina 193
SE - Svezia 155
IT - Italia 133
SG - Singapore 131
DE - Germania 85
TR - Turchia 62
UA - Ucraina 59
GB - Regno Unito 40
FR - Francia 24
FI - Finlandia 19
CZ - Repubblica Ceca 5
IN - India 4
AU - Australia 3
EU - Europa 3
RU - Federazione Russa 3
AR - Argentina 2
NL - Olanda 2
NO - Norvegia 2
RO - Romania 2
AL - Albania 1
BE - Belgio 1
IR - Iran 1
KR - Corea 1
NZ - Nuova Zelanda 1
PH - Filippine 1
TW - Taiwan 1
Totale 2.121
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Città #
Chandler 239
Jacksonville 225
Dublin 219
Singapore 112
Boardman 64
New York 49
Nanjing 43
Izmir 38
Beijing 33
Wilmington 32
Lawrence 30
Princeton 30
L'aquila 25
Ashburn 22
San Mateo 22
Berlin 18
Woodbridge 18
Shenyang 15
Nanchang 13
Los Angeles 11
Hebei 10
Shanghai 10
Hangzhou 9
Santa Clara 9
Tianjin 9
Ann Arbor 8
Milan 7
Rome 7
Scordia 7
Jinan 6
Kunming 6
Mountain View 6
Palermo 6
Kitzingen 5
Ningbo 5
Salerno 5
Verona 5
Brno 4
Changsha 4
Guangzhou 4
Pescara 4
Seattle 4
Aquila 3
Bremen 3
L’Aquila 3
Munich 3
Pune 3
Teramo 3
Tollo 3
Zhengzhou 3
Auburn Hills 2
Córdoba 2
Fremont 2
Helsinki 2
Jiaxing 2
Lappeenranta 2
Melbourne 2
Norwalk 2
Pistoia 2
Venezia 2
Vicenza 2
Bari 1
Brussels 1
Catania 1
Cebu 1
Christchurch 1
Dallas 1
Dearborn 1
Düsseldorf 1
Foggia 1
Frosinone 1
Guglionesi 1
Houston 1
Lanzhou 1
Lecco 1
London 1
Montecchio Maggiore 1
Montesilvano 1
Moscow 1
Newark 1
Paris 1
Piano di Sorrento 1
Sydney 1
Taipei 1
Tappahannock 1
The Bronx 1
Tirana 1
Torino 1
Washington 1
Totale 1.472
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Nome #
On the use of a pendulum as mass damper to control the rocking motion of a rigid block with fixed characteristics 107
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD 96
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 94
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation 91
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 90
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 86
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 84
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 83
On the mass damper effects on the rocking motion of non symmetric rigid blocks 82
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion 82
Protection of slender rigid blocks from the overturning by using an active control system 81
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 79
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 78
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model 74
Static behavior of the ‘long' or 'short’ barrel vaults 67
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation 65
Intermediate disconnection of structures to improve the seismic response 63
Mechanical behavior of barrel vaults 62
Effectiveness of a TMD system to improve the seismic behavior of rigid block-like structures 60
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 58
Protection of a trilithic structure from the overturning by using a pendulum mass damper 57
Dynamic response of a linear two d.o. f system visco-elastically coupled with a rigid block 57
Behavior of 3D monolithic objects under seismic excitation 56
Tuned mass damper and base isolation: A unitary approach for the seismic protection of conventional frame structures 52
L’attività del DICEAA nella ricostruzione dopo sisma 2009: alcuni esempi di ricerche e applicazioni 52
Semi-analytic approach to the characterization of the linear static behaviour of shells in the shape of pavilion vaults 50
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 49
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 48
Pole placement method to control the rocking motion of rigid blocks 44
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 42
Damage classification after the 2009 L'Aquila earthquake using multinomial logistic regression and neural networks 16
Rigid blocks coupled with a pendulum mass damper on deformable ground under impulsive excitation 13
Seismic performance of frame structures coupled with an external rocking wall 13
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 12
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 10
Active Control Methods to Improve the Seismic Response of Slender Rigid Block-Like Structures 9
Seismic demand model for coupled tuned mass damper and rigid block-like element system on elastic soil 9
Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers 8
Totale 2.179
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Categoria #
all - tutte 8.933
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 8.933
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020171 0 0 0 0 0 23 49 5 44 19 0 31
2020/2021261 4 31 0 30 31 14 43 0 32 13 50 13
2021/2022220 14 4 85 13 6 1 12 14 11 9 15 36
2022/2023600 32 47 9 70 54 57 2 41 268 2 10 8
2023/2024198 22 13 2 8 19 82 0 1 0 9 12 30
2024/2025223 43 21 80 46 33 0 0 0 0 0 0 0
Totale 2.179