IRIS
DE LEO, ANDREA MATTEO
 Distribuzione geografica
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Continente #
NA - Nord America 953
EU - Europa 741
AS - Asia 304
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 3
Totale 2.005
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Nazione #
US - Stati Uniti d'America 953
IE - Irlanda 219
CN - Cina 188
SE - Svezia 155
IT - Italia 130
DE - Germania 83
TR - Turchia 62
UA - Ucraina 59
SG - Singapore 46
GB - Regno Unito 39
FR - Francia 23
FI - Finlandia 17
CZ - Repubblica Ceca 5
IN - India 4
AU - Australia 3
EU - Europa 3
RU - Federazione Russa 3
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 2.005
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Città #
Chandler 239
Jacksonville 225
Dublin 219
Boardman 64
New York 48
Nanjing 43
Singapore 39
Izmir 38
Wilmington 32
Beijing 30
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
Tianjin 9
Ann Arbor 8
Milan 7
Rome 7
Scordia 7
Kunming 6
Mountain View 6
Palermo 6
Santa Clara 6
Jinan 5
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
Pune 3
Teramo 3
Tollo 3
Zhengzhou 3
Auburn Hills 2
Fremont 2
Jiaxing 2
Lappeenranta 2
Melbourne 2
Norwalk 2
Pistoia 2
Venezia 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
Montecchio Maggiore 1
Montesilvano 1
Moscow 1
Munich 1
Piano di Sorrento 1
Sydney 1
Taipei 1
Tappahannock 1
The Bronx 1
Tirana 1
Torino 1
Washington 1
Totale 1.380
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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 103
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 91
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 88
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation 87
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD 86
On the mass damper effects on the rocking motion of non symmetric rigid blocks 82
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 82
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 81
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 80
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion 78
Protection of slender rigid blocks from the overturning by using an active control system 77
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 76
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 73
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model 70
Static behavior of the ‘long' or 'short’ barrel vaults 65
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation 62
Mechanical behavior of barrel vaults 61
Intermediate disconnection of structures to improve the seismic response 60
Effectiveness of a TMD system to improve the seismic behavior of rigid block-like structures 57
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 56
Protection of a trilithic structure from the overturning by using a pendulum mass damper 55
Behavior of 3D monolithic objects under seismic excitation 54
Dynamic response of a linear two d.o. f system visco-elastically coupled with a rigid block 53
L’attività del DICEAA nella ricostruzione dopo sisma 2009: alcuni esempi di ricerche e applicazioni 50
Semi-analytic approach to the characterization of the linear static behaviour of shells in the shape of pavilion vaults 49
Tuned mass damper and base isolation: A unitary approach for the seismic protection of conventional frame structures 48
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 46
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 44
Pole placement method to control the rocking motion of rigid blocks 42
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 39
Damage classification after the 2009 L'Aquila earthquake using multinomial logistic regression and neural networks 12
Rigid blocks coupled with a pendulum mass damper on deformable ground under impulsive excitation 11
Seismic performance of frame structures coupled with an external rocking wall 9
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 9
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 7
Active Control Methods to Improve the Seismic Response of Slender Rigid Block-Like Structures 7
Seismic demand model for coupled tuned mass damper and rigid block-like element system on elastic soil 7
Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers 6
Totale 2.063
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Categoria #
all - tutte 7.941
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 7.941
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020205 0 0 30 4 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
2024/2025107 43 21 43 0 0 0 0 0 0 0 0 0
Totale 2.063