IRIS
CONTENTO, ALESSANDRO
 Distribuzione geografica
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Continente #
NA - Nord America 968
EU - Europa 757
AS - Asia 289
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 1
Totale 2.018
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Nazione #
US - Stati Uniti d'America 966
IE - Irlanda 248
CN - Cina 183
IT - Italia 144
SE - Svezia 132
TR - Turchia 97
DE - Germania 64
UA - Ucraina 60
GB - Regno Unito 49
FI - Finlandia 26
FR - Francia 24
IN - India 5
RU - Federazione Russa 4
AU - Australia 2
MX - Messico 2
NL - Olanda 2
NO - Norvegia 2
CZ - Repubblica Ceca 1
EU - Europa 1
GR - Grecia 1
IR - Iran 1
KR - Corea 1
NZ - Nuova Zelanda 1
PH - Filippine 1
SG - Singapore 1
Totale 2.018
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Città #
Dublin 248
Jacksonville 233
Chandler 224
New York 68
Izmir 53
Nanjing 44
Boardman 42
L'aquila 38
Wilmington 36
San Mateo 34
Lawrence 30
Princeton 30
Beijing 26
Woodbridge 21
Shenyang 20
Los Angeles 18
Nanchang 17
Rome 17
Mountain View 12
Ashburn 11
Milan 11
Hebei 10
Jinan 9
Kunming 8
Ann Arbor 7
Hangzhou 7
Scordia 7
Seattle 7
Tianjin 7
Verona 7
Bremen 5
Changsha 5
Ladispoli 5
Ningbo 5
Jiaxing 4
Palermo 4
Salerno 4
Venezia 4
Zhengzhou 4
Dearborn 3
Düsseldorf 3
Fremont 3
Shanghai 3
Houston 2
Lappeenranta 2
Norwalk 2
Pune 2
Teramo 2
Tlalnepantla 2
Aquila 1
Athens 1
Auburn Hills 1
Catania 1
Cebu 1
Champaign 1
Changchun 1
Chillicothe 1
Christchurch 1
Falls Church 1
Foggia 1
Fuzhou 1
Guangzhou 1
Haikou 1
Lanzhou 1
Lecco 1
L’Aquila 1
Massa 1
Melbourne 1
Montesilvano 1
Moscow 1
Orange 1
Pescara 1
Piano di Sorrento 1
Qingdao 1
Sydney 1
Taizhou 1
Tappahannock 1
The Bronx 1
Tollo 1
Vasto 1
Washington 1
Totale 1.398
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Nome #
Experimental characterization of the overturning of three-dimensional square based rigid block 118
Dynamics of a Soft Contractile Body on a Hard Support 97
The dynamics of three-dimension al non-symmetric rigid bodies subject to one-sine pulse excitations 95
Mono-dimensional formulation of axial-symmetric spherical shells and characterization of the linear static behaviour 89
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning 83
Semi-analitical approach to the study of static behaviour and buckling of shells with single constant curvature 79
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation 78
On the use of reinforcing layers to improve the static behaviour of arches or shells with single curvature 76
Nonlinear elastic analysis of steel planar frames under fire loads 73
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells 72
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices 69
Dynamics of 3D non-symmetric rigid bodies 65
Linear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry arches 65
The role of nonlinear torsional contributions on the stability of flexural-torsional oscillations of open-cross section beams 62
Static behavior of the ‘long' or 'short’ barrel vaults 62
Overturning of three-dimensional monolithic objects of art under seismic excitation 61
Overturning of a 3D rigid block subject to pulse-type and seismic base excitations 61
The role of the spectral characteristics of the base excitation on the overturning of 3d rigid blocks 60
Dynamics of 3D rectangular based rigid bodies subject to horizontal and vertical base excitations 59
Analytical and experimental characterization of the overturning of 3D rigid blocks representing monolithic objects of art 59
Mechanical behavior of barrel vaults 58
Static and dynamic perturbation analysis of nonlinear inextensible planar frames 57
Seismic protection of monolithic objects of art using a constrained oscillating base 54
Parametric analysis of a generic trilith system subject to a base impulsive one-sine excitation 54
The use of a constrained oscillating base for the seismic protection of monolithic objects of art 53
Behavior of 3D monolithic objects under seismic excitation 52
Seismic Behaviour of Monolithic Objects: A 3D Approach 45
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices 41
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning 38
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response 33
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes 20
Probabilistic formulation for the q-factor of piles with damping pre-hole 15
On the visco-elastic maxwell coupling of two rigid blocks subject to seismic excitation 10
Proposal of a Protocol for the Safe Removal of Post-Earthquake Provisional Shorings 7
Rigid blocks coupled with a pendulum mass damper on deformable ground under impulsive excitation 7
Dynamic and seismic protection of rigid-block-like structures with Combined Dynamic Mass Absorbers 5
Improvement of the dynamic and seismic response of non-structural rocking bodies through the ability to change their geometrical configuration 4
Seismic benefits of deformable connections between a frame structure and an external structure with inerter 4
Base versus top active control to improve dynamic and seismic performances of rigid blocks 4
Improvement of dynamic and seismic behaviour of cabinets through controlled deformation 4
Improvement of the seismic performance of frame structures through a visco-elastic connection with a rocking block 4
Protection from overturning of rigid block-like objects with linear quadratic regulator active control 4
Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter 3
Elasto-Plastic Short Exoskeleton to Improve the Dynamic and Seismic Performance of Frame Structures 3
Improvement of the seismic response of frame structures through the coupling with an external structure equipped with inerter 3
Seismic Benefits from Coupling Frame Structures with a Hysteretic Mass Damper Inerter 3
Effect of pile isolation on the seismic demand reduction of integral abutment bridges 3
Seismic Performance of Frame Structure with Hysteretic Intermediate Discontinuity 3
Seismic demand model for coupled tuned mass damper and rigid block-like element system on elastic soil 3
Improving the dynamic and seismic behaviour of rigid block-like elements through active mass dampers 3
Dynamic and Seismic Protection of Rigid-Block-Like Elements and Structures on Deformable Ground with Mass-Damper Dynamic Absorbers 2
Seimic performence of two rigid blocks coupled through a Maxwell visco-elastic device 2
Enhancing the seismic response of a frame structure through rigid connections to elastic structures equipped with a Vibro-Impacting Mass 1
Totale 2.085
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Categoria #
all - tutte 6.938
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 6.938
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201982 0 0 0 0 0 0 0 0 0 0 2 80
2019/2020283 50 5 46 2 1 31 49 8 34 25 1 31
2020/2021265 2 33 0 30 33 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
2023/2024207 25 10 6 22 27 94 3 1 0 18 1 0
Totale 2.085