IRIS
CONTENTO, ALESSANDRO
 Distribuzione geografica
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Continente #
NA - Nord America 2.118
EU - Europa 1.200
AS - Asia 1.179
SA - Sud America 185
AF - Africa 23
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 4.710
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Nazione #
US - Stati Uniti d'America 2.073
SG - Singapore 507
CN - Cina 309
IE - Irlanda 248
BR - Brasile 159
IT - Italia 156
HK - Hong Kong 154
DE - Germania 153
RU - Federazione Russa 147
SE - Svezia 140
TR - Turchia 106
GB - Regno Unito 93
FI - Finlandia 75
UA - Ucraina 69
FR - Francia 50
IN - India 31
VN - Vietnam 26
CA - Canada 21
MX - Messico 18
PL - Polonia 18
ZA - Sudafrica 15
ES - Italia 12
LT - Lituania 12
NL - Olanda 12
CZ - Repubblica Ceca 10
AR - Argentina 7
JP - Giappone 7
VE - Venezuela 7
BD - Bangladesh 6
CO - Colombia 4
EC - Ecuador 4
ID - Indonesia 4
IQ - Iraq 3
JM - Giamaica 3
JO - Giordania 3
OM - Oman 3
AE - Emirati Arabi Uniti 2
AU - Australia 2
BZ - Belize 2
DZ - Algeria 2
IL - Israele 2
IR - Iran 2
MA - Marocco 2
NO - Norvegia 2
NP - Nepal 2
PK - Pakistan 2
AM - Armenia 1
AZ - Azerbaigian 1
BE - Belgio 1
BN - Brunei Darussalam 1
BO - Bolivia 1
EG - Egitto 1
EU - Europa 1
GE - Georgia 1
GR - Grecia 1
KE - Kenya 1
KH - Cambogia 1
KR - Corea 1
NC - Nuova Caledonia 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
PA - Panama 1
PH - Filippine 1
PS - Palestinian Territory 1
PT - Portogallo 1
PY - Paraguay 1
SA - Arabia Saudita 1
SR - Suriname 1
TN - Tunisia 1
UY - Uruguay 1
UZ - Uzbekistan 1
Totale 4.710
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Città #
Dallas 431
Singapore 259
Dublin 248
Jacksonville 234
Chandler 224
Hong Kong 153
Santa Clara 139
Boardman 99
New York 94
Ashburn 84
The Dalles 71
Los Angeles 57
Izmir 53
Beijing 51
Nanjing 44
Munich 41
L'aquila 38
Wilmington 36
San Mateo 34
Lawrence 30
Moscow 30
Princeton 30
Turku 24
Woodbridge 21
Helsinki 20
Shenyang 20
São Paulo 20
Kitzingen 18
Rome 18
Warsaw 18
Nanchang 17
Hefei 16
Brooklyn 14
Denver 14
Columbus 13
Johannesburg 13
London 13
Milan 12
Mountain View 12
Jinan 11
Hebei 10
Manchester 10
Boston 9
Chennai 9
Council Bluffs 9
Seattle 9
Shanghai 9
Atlanta 8
Belo Horizonte 8
Berlin 8
Brno 8
Falkenstein 8
Ho Chi Minh City 8
Kunming 8
Mexico City 8
Poplar 8
Stockholm 8
Toronto 8
Ann Arbor 7
Frankfurt am Main 7
Hangzhou 7
Orem 7
Scordia 7
Tianjin 7
Tokyo 7
Verona 7
Amsterdam 6
Chicago 6
Lappeenranta 6
Montreal 6
Mumbai 6
Bremen 5
Campinas 5
Changsha 5
Haiphong 5
Hanoi 5
Houston 5
Ladispoli 5
New Delhi 5
Ningbo 5
Phoenix 5
Porto Alegre 5
Querétaro 5
Roubaix 5
Cologne 4
Istanbul 4
Jiaxing 4
Macerata 4
Palermo 4
Salerno 4
Venezia 4
Zhengzhou 4
Amman 3
Ankara 3
Bexley 3
Charlotte 3
Dearborn 3
Düsseldorf 3
Fremont 3
Guangzhou 3
Totale 3.134
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Nome #
Experimental characterization of the overturning of three-dimensional square based rigid block 153
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 152
Dynamics of a Soft Contractile Body on a Hard Support 149
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 142
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 137
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 126
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 119
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 118
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 105
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 104
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 104
Dynamics of 3D non-symmetric rigid bodies 99
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 98
Nonlinear elastic analysis of steel planar frames under fire loads 95
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 94
Static behavior of the ‘long' or 'short’ barrel vaults 93
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 91
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 90
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 89
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 88
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 87
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 86
Overturning of three-dimensional monolithic objects of art under seismic excitation 86
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 85
Mechanical behavior of barrel vaults 84
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 83
Seismic protection of monolithic objects of art using a constrained oscillating base 83
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 82
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 79
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes 77
Static and dynamic perturbation analysis of nonlinear inextensible planar frames 76
Seismic benefits of deformable connections between a frame structure and an external structure with inerter 75
The use of a constrained oscillating base for the seismic protection of monolithic objects of art 74
Analytical and experimental characterization of the overturning of 3D rigid blocks representing monolithic objects of art 74
Dynamic and seismic protection of rigid-block-like structures with Combined Dynamic Mass Absorbers 73
Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter 72
Behavior of 3D monolithic objects under seismic excitation 72
Physics-based models, surrogate models and experimental assessment of the vehicle–bridge interaction in braking conditions 71
A machine learning approach for hurricane-induced flood depth estimation: a case study on Hurricane Harvey 71
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 71
Elasto-Plastic Short Exoskeleton to Improve the Dynamic and Seismic Performance of Frame Structures 65
Seismic Behaviour of Monolithic Objects: A 3D Approach 65
Seimic performence of two rigid blocks coupled through a Maxwell visco-elastic device 64
Exploring the compound nature of coastal flooding by tropical cyclones: A machine learning framework 63
Improvement of the seismic response of frame structures through the coupling with an external structure equipped with inerter 59
Base versus top active control to improve dynamic and seismic performances of rigid blocks 58
Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers 56
Rigid blocks coupled with a pendulum mass damper on deformable ground under impulsive excitation 56
Probabilistic formulation for the q-factor of piles with damping pre-hole 55
On the visco-elastic maxwell coupling of two rigid blocks subject to seismic excitation 55
Seismic Performance of Frame Structure with Hysteretic Intermediate Discontinuity 55
Seismic Benefits of a Vibrating Mass Equipped with an Inerter on Frame Structures Due to Soil Interaction 53
Improvement of the seismic performance of frame structures through a visco-elastic connection with a rocking block 53
Enhancing the seismic response of a frame structure through rigid connections to elastic structures equipped with a Vibro-Impacting Mass 49
Effect of pile isolation on the seismic demand reduction of integral abutment bridges 47
Improvement of dynamic and seismic behaviour of cabinets through controlled deformation 42
Seismic demand model for coupled tuned mass damper and rigid block-like element system on elastic soil 41
Combined tuned mass damper and vibro-impacting nonlinear energy sink for the seismic protection of frame structures 40
Totale 4.783
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Categoria #
all - tutte 20.279
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 20.279
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021167 0 0 0 0 0 13 40 1 32 13 55 13
2021/2022188 13 12 59 13 9 3 10 10 12 1 12 34
2022/2023614 30 40 1 73 48 66 2 40 285 2 17 10
2023/2024260 25 10 6 22 27 94 3 1 0 18 13 41
2024/20251.237 73 21 119 59 131 80 179 89 212 79 118 77
2025/20261.408 135 329 305 320 283 36 0 0 0 0 0 0
Totale 4.783