IRIS
CONTENTO, ALESSANDRO
 Distribuzione geografica
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Continente #
NA - Nord America 2.915
EU - Europa 1.636
AS - Asia 1.533
SA - Sud America 234
Continente sconosciuto - Info sul continente non disponibili 84
AF - Africa 36
OC - Oceania 4
Totale 6.442
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Nazione #
US - Stati Uniti d'America 2.836
SG - Singapore 607
RU - Federazione Russa 411
CN - Cina 362
IE - Irlanda 248
IT - Italia 239
BR - Brasile 189
HK - Hong Kong 166
DE - Germania 165
SE - Svezia 140
VN - Vietnam 125
TR - Turchia 108
GB - Regno Unito 99
FR - Francia 96
FI - Finlandia 80
UA - Ucraina 71
BD - Bangladesh 43
IN - India 41
CA - Canada 39
MX - Messico 24
PL - Polonia 20
ZA - Sudafrica 18
ES - Italia 17
JP - Giappone 16
NL - Olanda 16
LT - Lituania 12
AR - Argentina 11
CZ - Repubblica Ceca 11
EC - Ecuador 10
VE - Venezuela 10
IQ - Iraq 7
ID - Indonesia 6
MY - Malesia 6
PH - Filippine 6
CO - Colombia 5
AE - Emirati Arabi Uniti 4
JO - Giordania 4
MA - Marocco 4
NP - Nepal 4
OM - Oman 4
PK - Pakistan 4
SA - Arabia Saudita 4
DZ - Algeria 3
HN - Honduras 3
JM - Giamaica 3
TN - Tunisia 3
AL - Albania 2
AU - Australia 2
BO - Bolivia 2
BZ - Belize 2
CI - Costa d'Avorio 2
CL - Cile 2
CR - Costa Rica 2
EG - Egitto 2
IL - Israele 2
IR - Iran 2
KE - Kenya 2
NO - Norvegia 2
PE - Perù 2
PR - Porto Rico 2
PS - Palestinian Territory 2
PT - Portogallo 2
TH - Thailandia 2
TT - Trinidad e Tobago 2
UZ - Uzbekistan 2
AM - Armenia 1
AZ - Azerbaigian 1
BB - Barbados 1
BE - Belgio 1
BG - Bulgaria 1
BN - Brunei Darussalam 1
ET - Etiopia 1
EU - Europa 1
GE - Georgia 1
GR - Grecia 1
KH - Cambogia 1
KR - Corea 1
LV - Lettonia 1
NC - Nuova Caledonia 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
PA - Panama 1
PY - Paraguay 1
RO - Romania 1
SR - Suriname 1
UY - Uruguay 1
Totale 6.359
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Città #
Dallas 437
San Jose 341
Singapore 306
Dublin 248
Jacksonville 235
Chandler 224
Ashburn 180
Hong Kong 163
Santa Clara 155
New York 127
Boardman 99
The Dalles 95
Council Bluffs 94
Los Angeles 67
Beijing 63
Izmir 53
Moscow 45
Nanjing 44
Lauterbourg 43
Ho Chi Minh City 41
Munich 41
L'aquila 38
Wilmington 37
San Mateo 34
Rome 31
Lawrence 30
Princeton 30
Hanoi 29
Milan 24
São Paulo 24
Turku 24
Helsinki 21
Woodbridge 21
Shenyang 20
Warsaw 20
Denver 19
Kitzingen 18
Nanchang 17
Brooklyn 16
Hefei 16
Johannesburg 16
Frankfurt am Main 14
London 14
Columbus 13
Tokyo 13
Chennai 12
Manchester 12
Mountain View 12
Haiphong 11
Jinan 11
Montreal 11
Moscufo 11
Phoenix 11
Toronto 11
Boston 10
Chicago 10
Hebei 10
Mexico City 10
Shanghai 10
Atlanta 9
Belo Horizonte 9
Brno 9
Hangzhou 9
Lappeenranta 9
Orem 9
Poplar 9
Seattle 9
Berlin 8
Falkenstein 8
Houston 8
Kunming 8
Stockholm 8
Ann Arbor 7
Mumbai 7
Scordia 7
Tianjin 7
Verona 7
Amsterdam 6
New Delhi 6
Palermo 6
Querétaro 6
Bremen 5
Campinas 5
Changsha 5
Ladispoli 5
Newark 5
Ningbo 5
Porto Alegre 5
Rio de Janeiro 5
Roubaix 5
Ankara 4
Charlotte 4
Cologne 4
Guangzhou 4
Guayaquil 4
Hải Dương 4
Istanbul 4
Jackson 4
Jiaxing 4
Macerata 4
Totale 4.048
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Nome #
Dynamics of a Soft Contractile Body on a Hard Support 178
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 176
Experimental characterization of the overturning of three-dimensional square based rigid block 172
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 165
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 160
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 151
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 137
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 136
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 134
Dynamics of 3D non-symmetric rigid bodies 126
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 125
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 123
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 119
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 119
Static behavior of the ‘long' or 'short’ barrel vaults 119
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 118
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 115
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 114
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 113
Nonlinear elastic analysis of steel planar frames under fire loads 111
Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter 110
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 110
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 107
Seismic protection of monolithic objects of art using a constrained oscillating base 105
Mechanical behavior of barrel vaults 104
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 104
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 103
Overturning of three-dimensional monolithic objects of art under seismic excitation 103
Physics-based models, surrogate models and experimental assessment of the vehicle–bridge interaction in braking conditions 100
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 100
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 99
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 99
Seismic benefits of deformable connections between a frame structure and an external structure with inerter 97
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes 96
Dynamic and seismic protection of rigid-block-like structures with Combined Dynamic Mass Absorbers 94
Static and dynamic perturbation analysis of nonlinear inextensible planar frames 92
A machine learning approach for hurricane-induced flood depth estimation: a case study on Hurricane Harvey 92
Behavior of 3D monolithic objects under seismic excitation 90
Analytical and experimental characterization of the overturning of 3D rigid blocks representing monolithic objects of art 90
Exploring the compound nature of coastal flooding by tropical cyclones: A machine learning framework 90
Elasto-Plastic Short Exoskeleton to Improve the Dynamic and Seismic Performance of Frame Structures 89
The use of a constrained oscillating base for the seismic protection of monolithic objects of art 89
Improvement of the seismic performance of frame structures through a visco-elastic connection with a rocking block 88
Seimic performence of two rigid blocks coupled through a Maxwell visco-elastic device 86
Improvement of the seismic response of frame structures through the coupling with an external structure equipped with inerter 85
Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers 84
Mechanical Behavior of Slender CFST Columns with Debonding under Axial and Eccentric Compression 83
Seismic Behaviour of Monolithic Objects: A 3D Approach 83
Probabilistic formulation for the q-factor of piles with damping pre-hole 82
Base versus top active control to improve dynamic and seismic performances of rigid blocks 82
Seismic Performance of Frame Structure with Hysteretic Intermediate Discontinuity 77
On the visco-elastic maxwell coupling of two rigid blocks subject to seismic excitation 76
Rigid blocks coupled with a pendulum mass damper on deformable ground under impulsive excitation 74
Seismic Benefits of a Vibrating Mass Equipped with an Inerter on Frame Structures Due to Soil Interaction 74
Enhancing the seismic response of a frame structure through rigid connections to elastic structures equipped with a Vibro-Impacting Mass 69
Combined tuned mass damper and vibro-impacting nonlinear energy sink for the seismic protection of frame structures 68
Effect of pile isolation on the seismic demand reduction of integral abutment bridges 66
Phenomenology of moderate interface debonding in concrete-filled steel tubular columns: Experimental and numerical assessment 63
Improvement of dynamic and seismic behaviour of cabinets through controlled deformation 62
Seismic demand model for coupled tuned mass damper and rigid block-like element system on elastic soil 58
Effectiveness of geotechnical seismic isolation for post-tensioned rocking piers 47
Seismic performance enhancement of three-dimensional frame structures via inerter-based control systems 44
Novel skywalk-integrated dual tuned mass dampers for building seismic protection 44
A piece-wise linear model for modelling the tension-stiffening effect in steel-reinforced UHPC composites 27
Experimental characterization of prefabricated link slabs with randomly oriented and oriented-fibres UHPC under multiple geometric configurations 23
Ultra-high performance concrete beam-to-beam connections in continuous bridges: Experimental full-scale tests, FE analyses and design 23
Totale 6.442
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Categoria #
all - tutte 26.393
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 26.393
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022163 0 0 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
2025/20262.855 135 329 305 320 283 158 371 104 262 370 171 47
2026/2027212 64 107 41 0 0 0 0 0 0 0 0 0
Totale 6.442