IRIS
CONTENTO, ALESSANDRO
 Distribuzione geografica
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Continente #
NA - Nord America 2.624
EU - Europa 1.590
AS - Asia 1.432
SA - Sud America 223
AF - Africa 36
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 5.910
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Nazione #
US - Stati Uniti d'America 2.564
SG - Singapore 573
RU - Federazione Russa 411
CN - Cina 341
IE - Irlanda 248
IT - Italia 203
BR - Brasile 184
HK - Hong Kong 164
DE - Germania 163
SE - Svezia 140
VN - Vietnam 124
TR - Turchia 108
GB - Regno Unito 98
FR - Francia 96
FI - Finlandia 80
UA - Ucraina 71
IN - India 40
CA - Canada 29
MX - Messico 23
PL - Polonia 20
ZA - Sudafrica 18
ES - Italia 15
NL - Olanda 13
JP - Giappone 12
LT - Lituania 12
CZ - Repubblica Ceca 11
AR - Argentina 10
VE - Venezuela 10
BD - Bangladesh 9
EC - Ecuador 7
IQ - Iraq 7
ID - Indonesia 6
PH - Filippine 6
CO - Colombia 4
JO - Giordania 4
MA - Marocco 4
MY - Malesia 4
OM - Oman 4
PK - Pakistan 4
SA - Arabia Saudita 4
AE - Emirati Arabi Uniti 3
DZ - Algeria 3
JM - Giamaica 3
NP - Nepal 3
TN - Tunisia 3
AU - Australia 2
BO - Bolivia 2
BZ - Belize 2
CI - Costa d'Avorio 2
EG - Egitto 2
IL - Israele 2
IR - Iran 2
KE - Kenya 2
NO - Norvegia 2
PE - Perù 2
PS - Palestinian Territory 2
TH - Thailandia 2
UZ - Uzbekistan 2
AL - Albania 1
AM - Armenia 1
AZ - Azerbaigian 1
BE - Belgio 1
BG - Bulgaria 1
BN - Brunei Darussalam 1
CL - Cile 1
CR - Costa Rica 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
PT - Portogallo 1
PY - Paraguay 1
RO - Romania 1
SR - Suriname 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 5.910
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Città #
Dallas 431
San Jose 321
Singapore 302
Dublin 248
Jacksonville 234
Chandler 224
Hong Kong 162
Ashburn 152
Santa Clara 143
New York 104
Boardman 99
The Dalles 95
Los Angeles 58
Beijing 53
Izmir 53
Moscow 45
Nanjing 44
Lauterbourg 43
Munich 41
Ho Chi Minh City 40
L'aquila 38
Wilmington 36
San Mateo 34
Lawrence 30
Princeton 30
Hanoi 29
Rome 24
Turku 24
Helsinki 21
Woodbridge 21
Council Bluffs 20
Shenyang 20
São Paulo 20
Warsaw 20
Kitzingen 18
Milan 17
Nanchang 17
Denver 16
Hefei 16
Johannesburg 16
Brooklyn 14
Columbus 13
Frankfurt am Main 13
London 13
Chennai 12
Manchester 12
Mountain View 12
Haiphong 11
Jinan 11
Moscufo 11
Tokyo 11
Hebei 10
Atlanta 9
Belo Horizonte 9
Boston 9
Brno 9
Lappeenranta 9
Mexico City 9
Poplar 9
Seattle 9
Shanghai 9
Toronto 9
Berlin 8
Chicago 8
Falkenstein 8
Kunming 8
Montreal 8
Orem 8
Stockholm 8
Ann Arbor 7
Hangzhou 7
Scordia 7
Tianjin 7
Verona 7
Amsterdam 6
Houston 6
Mumbai 6
New Delhi 6
Phoenix 6
Querétaro 6
Bremen 5
Campinas 5
Changsha 5
Ladispoli 5
Ningbo 5
Palermo 5
Porto Alegre 5
Rio de Janeiro 5
Roubaix 5
Ankara 4
Cologne 4
Hải Dương 4
Istanbul 4
Jackson 4
Jiaxing 4
Macerata 4
Salerno 4
St Petersburg 4
Venezia 4
Zhengzhou 4
Totale 3.808
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Nome #
Dynamics of a Soft Contractile Body on a Hard Support 171
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 170
Experimental characterization of the overturning of three-dimensional square based rigid block 167
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 161
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 155
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 146
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 131
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 129
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 128
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 118
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 114
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 114
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 113
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 112
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 111
Dynamics of 3D non-symmetric rigid bodies 111
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 109
Nonlinear elastic analysis of steel planar frames under fire loads 108
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 106
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 106
Static behavior of the ‘long' or 'short’ barrel vaults 105
Mechanical behavior of barrel vaults 101
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 101
Overturning of three-dimensional monolithic objects of art under seismic excitation 100
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 99
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 99
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 98
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 97
Seismic protection of monolithic objects of art using a constrained oscillating base 97
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 96
Seismic benefits of deformable connections between a frame structure and an external structure with inerter 93
Physics-based models, surrogate models and experimental assessment of the vehicle–bridge interaction in braking conditions 93
Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter 92
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes 92
A machine learning approach for hurricane-induced flood depth estimation: a case study on Hurricane Harvey 91
Dynamic and seismic protection of rigid-block-like structures with Combined Dynamic Mass Absorbers 86
The use of a constrained oscillating base for the seismic protection of monolithic objects of art 86
Behavior of 3D monolithic objects under seismic excitation 86
Analytical and experimental characterization of the overturning of 3D rigid blocks representing monolithic objects of art 86
Exploring the compound nature of coastal flooding by tropical cyclones: A machine learning framework 86
Static and dynamic perturbation analysis of nonlinear inextensible planar frames 85
Seimic performence of two rigid blocks coupled through a Maxwell visco-elastic device 84
Elasto-Plastic Short Exoskeleton to Improve the Dynamic and Seismic Performance of Frame Structures 83
Improvement of the seismic response of frame structures through the coupling with an external structure equipped with inerter 83
Base versus top active control to improve dynamic and seismic performances of rigid blocks 81
Seismic Behaviour of Monolithic Objects: A 3D Approach 78
On the visco-elastic maxwell coupling of two rigid blocks subject to seismic excitation 74
Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers 73
Probabilistic formulation for the q-factor of piles with damping pre-hole 73
Seismic Performance of Frame Structure with Hysteretic Intermediate Discontinuity 71
Improvement of the seismic performance of frame structures through a visco-elastic connection with a rocking block 70
Rigid blocks coupled with a pendulum mass damper on deformable ground under impulsive excitation 69
Seismic Benefits of a Vibrating Mass Equipped with an Inerter on Frame Structures Due to Soil Interaction 68
Enhancing the seismic response of a frame structure through rigid connections to elastic structures equipped with a Vibro-Impacting Mass 66
Mechanical Behavior of Slender CFST Columns with Debonding under Axial and Eccentric Compression 65
Effect of pile isolation on the seismic demand reduction of integral abutment bridges 63
Combined tuned mass damper and vibro-impacting nonlinear energy sink for the seismic protection of frame structures 61
Improvement of dynamic and seismic behaviour of cabinets through controlled deformation 58
Seismic demand model for coupled tuned mass damper and rigid block-like element system on elastic soil 57
Seismic performance enhancement of three-dimensional frame structures via inerter-based control systems 33
Phenomenology of moderate interface debonding in concrete-filled steel tubular columns: Experimental and numerical assessment 32
Novel skywalk-integrated dual tuned mass dampers for building seismic protection 27
Effectiveness of geotechnical seismic isolation for post-tensioned rocking piers 24
Ultra-high performance concrete beam-to-beam connections in continuous bridges: Experimental full-scale tests, FE analyses and design 18
A piece-wise linear model for modelling the tension-stiffening effect in steel-reinforced UHPC composites 17
Experimental characterization of prefabricated link slabs with randomly oriented and oriented-fibres UHPC under multiple geometric configurations 16
Totale 5.993
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Categoria #
all - tutte 22.485
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 22.485
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202181 0 0 0 0 0 0 0 0 0 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
2025/20262.618 135 329 305 320 283 158 371 104 262 351 0 0
Totale 5.993