IRIS
FURINGHETTI, MARCO
 Distribuzione geografica
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Continente #
NA - Nord America 525
EU - Europa 289
AS - Asia 195
OC - Oceania 2
AF - Africa 1
Totale 1.012
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Nazione #
US - Stati Uniti d'America 521
IE - Irlanda 199
CN - Cina 128
IT - Italia 31
SG - Singapore 26
FI - Finlandia 19
TW - Taiwan 14
DE - Germania 11
TR - Turchia 11
BE - Belgio 9
FR - Francia 6
IN - India 6
CA - Canada 4
GB - Regno Unito 4
JP - Giappone 4
RO - Romania 4
HK - Hong Kong 3
AU - Australia 2
KR - Corea 2
SE - Svezia 2
AT - Austria 1
CH - Svizzera 1
HR - Croazia 1
IR - Iran 1
MU - Mauritius 1
NL - Olanda 1
Totale 1.012
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Città #
Dublin 197
Chandler 144
Boardman 39
Ashburn 34
Princeton 29
Lawrence 28
Beijing 27
Shanghai 17
Helsinki 16
Nanjing 14
Taipei 14
Ann Arbor 12
Medford 12
Nanchang 12
New York 12
Wilmington 12
Singapore 11
Brussels 9
Hebei 9
Jacksonville 9
Seattle 9
Norwalk 8
Ankara 7
Changsha 7
Jiaxing 7
Los Angeles 7
Shenyang 7
Menlo Park 6
Pavia 5
Tianjin 5
Chicago 4
Falls Church 4
Houston 4
Milan 4
San Francisco 4
Tokyo 4
Bhavnagar 3
Buffalo 3
Bursa 3
Toronto 3
Bologna 2
Casnigo 2
Crotone 2
Eastbourne 2
Guangzhou 2
Guwahati 2
Hangzhou 2
Melbourne 2
Nottingham 2
Padova 2
Ploieşti 2
Reggio Emilia 2
San Diego 2
San Quirico 2
Santa Clara 2
Sesto San Giovanni 2
Shenzhen 2
Washington 2
Atlanta 1
Bari 1
Central 1
Chengdu 1
Dallas 1
Fayetteville 1
Gallatin 1
Geislingen an der Steige 1
Groningen 1
Hong Kong 1
Ningbo 1
Orange 1
Redmond 1
Rimini 1
Rockville 1
Sesto Calende 1
Vinovo 1
Wuhan 1
Yutan 1
Zagreb 1
Zurich 1
Totale 818
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Nome #
Assessment of the Seismic Response of Isolated Bridges under extra-stroke displacement demands 57
Equivalent uniaxial accelerogram for CSS-based isolation systems assessment under two-components seismic events 52
Experimental Assessment of the Seismic Response of a Base-Isolated Building Through a Hybrid Simulation Technique 49
Evaluation of response of an isolated system based on double curved surface sliders 45
Experimental Evaluation of the Size Effect on Flat and Curved Sliding Motions 43
Experimental assessment of the cyclic response of friction-based isolators under bidirectional motions 43
Numerical assessment on the seismic response of a base-isolated building under Bi-directional motion 41
EFFECTS OF EQUIVALENT RADIAL ACCELEROGRAMS FOR BIDIRECTIONAL SEISMIC EVENTS ON BASE-ISOLATED STRUCTURES 41
Investigation of the Consequences of Mounting Laying Defects for Curved Surface Slider Devices under General Seismic Input 40
Consequences of mechanical properties variability of seismic isolation systems on the structural response of buildings 38
Experimental investigation of the cyclic response of double curved surface sliders subjected to radial and bidirectional sliding motions 36
Definition of a Simplified Design Procedure of Seismic Isolation Systems for Bridges 35
Advanced modelling and risk analysis of rc buildings with sliding isolation systems designed by the italian seismic code 34
COMPARISON OF THE EXPERIMENTAL RESPONSE OF CURVED AND FLAT SLIDING MOTIONS 34
Optimized design of seismic isolation systems for existing bridges 31
Strategies of structural health monitoring for bridges based on cloud computing 31
Influence of cyclic effect and extra-design displacement demands on Curved Surface Slider devices 31
Assessment of the seismic response of Multi-Stage Concave Surface Slider devices 31
Assessment of Scale Effects in the Experimental Evaluation of the Coefficient of Friction of Sliding Isolators 29
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices 29
Definition and Validation of Fast Design Procedures for Seismic Isolation Systems 29
Static condensation procedure of finite element models for fast non-linear time history analyses of base-isolated structures 28
Investigation of the response variability of base-a isolated building equipped with lead rubber bearings 24
Experimental comparison between flat and curved sliding conditions for the response evaluation of curved surface slider devices 24
ADVANCED MODELLING AND RISK ANALYSIS OF A RC BUILDING EQUIPPED WITH ENERGY DISSIPATION DEVICES DESIGNED BY THE ITALIAN SEISMIC CODE 21
Experimental Hybrid Simulation of Severe Aftershocks Chains on Buildings Equipped with Curved Surface Slider Devices 19
Application of the new Italian assessment guidelines to a 1960s prestressed concrete road bridge 18
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration 18
Application of the new Italian assessment guidelines to a 1960s prestressed concrete road bridge 17
Modelling and Seismic Response Analysis of Existing Italian Residential RC Buildings Retrofitted by Seismic Isolation 16
Modeling strategies for the lateral response of curved surface slider devices under extreme displacement demands 15
Shaking table tests of a full-scale base-isolated flat-bottom steel silo equipped with curved surface slider bearings 14
HYBRID TESTING OF SEISMIC ISOLATED STRUCTURES: FACING TIME AND GEOMETRY SCALING ISSUES 13
INVESTIGATION OF THE LATERAL RESPONSE OF FRICTION-BASED ISOLATORS UNDER MULTI-CYCLIC EXCITATIONS 12
Experimental Validation of Fast Design Rules for Curved Surface Slider Devices through the Hybrid Simulation Technique 10
First Trial of a Mechanical System for Experimental Shake Table Dynamic Tests on Real Scale Structures 9
ANALYSIS OF THE FORCE RESPONSE OF BEARING DEVICES FOR BRIDGE STRUCTURES 9
Numerical Assessment of the Seismic Vulnerability of Bridges within the Italian Road Network 5
Seismic risk assessment of ageing existing reinforced concrete bridges accounting for uncertainty in bearing properties 2
Totale 1.073
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Categoria #
all - tutte 6.143
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 6.143
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202025 0 0 0 0 0 0 2 0 0 9 14 0
2020/202121 0 0 0 0 0 0 9 2 6 1 1 2
2021/2022151 0 0 2 2 9 6 28 3 9 7 16 69
2022/2023464 52 46 3 33 28 34 2 20 223 5 13 5
2023/2024229 26 25 12 9 26 46 4 31 5 8 27 10
2024/202585 31 53 1 0 0 0 0 0 0 0 0 0
Totale 1.073