Benvenuti nell'Anagrafe della Ricerca d'Ateneo

LAVORATO, DAVIDE
 Distribuzione geografica
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Continente #
NA - Nord America 4.603
EU - Europa 3.699
AS - Asia 1.873
AF - Africa 92
SA - Sud America 18
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 11
Totale 10.313
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Nazione #
US - Stati Uniti d'America 4.593
CN - Cina 1.485
GB - Regno Unito 1.108
DK - Danimarca 753
IT - Italia 541
SE - Svezia 374
DE - Germania 343
SG - Singapore 133
FR - Francia 107
TR - Turchia 101
IE - Irlanda 90
CI - Costa d'Avorio 85
RU - Federazione Russa 78
UA - Ucraina 74
VN - Vietnam 68
AL - Albania 64
FI - Finlandia 64
JP - Giappone 35
RO - Romania 25
NL - Olanda 23
BE - Belgio 17
AU - Australia 16
IN - India 13
A2 - ???statistics.table.value.countryCode.A2??? 10
CA - Canada 10
IR - Iran 10
CH - Svizzera 9
AT - Austria 8
ID - Indonesia 8
BR - Brasile 7
CL - Cile 5
BD - Bangladesh 4
ES - Italia 4
GR - Grecia 4
HK - Hong Kong 4
PE - Perù 4
CZ - Repubblica Ceca 3
SN - Senegal 3
BG - Bulgaria 2
IL - Israele 2
IQ - Iraq 2
KE - Kenya 2
KR - Corea 2
MD - Moldavia 2
PL - Polonia 2
PT - Portogallo 2
BN - Brunei Darussalam 1
BO - Bolivia 1
CO - Colombia 1
DZ - Algeria 1
EG - Egitto 1
EU - Europa 1
HU - Ungheria 1
LA - Repubblica Popolare Democratica del Laos 1
LT - Lituania 1
MM - Myanmar 1
MY - Malesia 1
NZ - Nuova Zelanda 1
PH - Filippine 1
TW - Taiwan 1
Totale 10.313
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Città #
Southend 1.024
Fairfield 510
Ashburn 454
Woodbridge 439
Chandler 342
Dearborn 295
Houston 276
Nanjing 270
Wilmington 260
Ann Arbor 244
Seattle 225
Rome 200
Cambridge 177
Boardman 172
Fremont 148
Beijing 139
Jinan 119
Shenyang 109
Singapore 99
Izmir 97
Princeton 92
Dublin 88
Nanchang 87
Changsha 85
Bremen 80
Plano 79
Hebei 74
Dong Ket 68
Redwood City 65
Jacksonville 62
Tianjin 57
Kenmore 54
Shanghai 42
Washington 42
Helsinki 40
Guangzhou 38
Jiaxing 38
Hangzhou 35
San Diego 35
Zhengzhou 35
Nürnberg 33
Tokyo 32
Haikou 28
Kunming 28
Ningbo 28
Taizhou 23
Dallas 21
Milan 21
Hefei 20
Munich 19
Taiyuan 19
Brussels 16
Fuzhou 16
Redmond 16
Lanzhou 15
St Petersburg 15
London 14
Dongguan 10
Leawood 10
Mazzano Romano 8
Montecalvoli 8
New York 8
Pune 8
Andover 7
Baotou 7
Faenza 7
Fort Worth 7
Naples 7
Orange 7
Augusta 6
Beverly Hills 6
Buffalo 6
Chicago 6
Chiswick 6
Lawrence 6
Pavia 6
Torino 6
Bari 5
Chengdu 5
Padova 5
Santiago 5
Xian 5
Antrodoco 4
Frankfurt am Main 4
Istanbul 4
Menlo Park 4
Neef 4
Norwalk 4
Parma 4
Philadelphia 4
Pisa 4
Santa Clara 4
Venezia 4
Vienna 4
Adliswil 3
Amsterdam 3
Barcelona 3
Basking Ridge 3
Berlin 3
Catania 3
Totale 7.392
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Nome #
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 245
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 234
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 213
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 204
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 197
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 192
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 187
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 179
Prove sperimentali monotone e cicliche su barre di acciaio inox 178
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 178
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 174
Asynchronous earthquake strong motion and RC bridges response 171
Non Linear Static Analysis: Application of Existing Concrete Building 170
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 169
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 163
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 162
Pseudo-dynamic tests on repaired and retrofitted bridge columns 161
Proposal of a Incremental Modal Pushover Analysis (IMPA) 161
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 157
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 154
Indagine sperimentale su travi in c.a. rinforzate a taglio con FRP. 149
null 149
THE INCREMENTAL MODAL PUSHOVER ANALYSIS (IMPA): PROPOSAL AND APPLICATION 148
Shear behavior of existing RC T-beams strengthened with CFRP 147
Interventi di risanamento e/o rinforzo strutturale di pile da ponte circolari in cemento armato con materiali innovativi 144
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification 143
Prove cicliche su cilindri di calcestruzzo autocompattante confinati con FRP. 143
Pseudo-dynamic tests for seismic analysis of repaired and strengthened r.c. bridges using opensees 141
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 141
Generation of Non-synchronous Earthquake Signals 140
Experimental tests on repaired and retrofitted bridge piers 139
null 138
null 137
Experimental Evaluation of Bridge Piers Repaired After Previous Seismic Pseudodynamic Tests 137
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 135
Seismic response analysis of continuous highway bridges under near-fault ground motions 133
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 133
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 132
RESPONSE OF CONTINUOUS DECK BRIDGES TO NON SYNCHRONOUS SEISMIC MOTION 131
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 131
INDAGINE SPERIMENTALE SU TRAVI IN C.A. RINFORZATE A TAGLIO CON FRP 130
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 128
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 128
Seismic response of repaired bridges by pseudodynamic tests 126
Influence of polyethylene and stainless steel fibres on compressive and tensile behaviour of high-performance fibre-reinforced cementitious composites 126
A model for carbon and stainless steel reinforcing bars including inelastic buckling for evaluation of capacity of existing structures 125
Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response and SSI 123
Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure 120
Mechanical properties of HPFRCC reinforced with different types and volumes of fibres 119
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges 118
Seismic duration effect on damping reduction factor using random vibration theory 118
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 117
Influence of materials knowledge level on the assessment of the shear strength characteristic value of existing RC beams 113
Degrading bouc-wen model parameters identification under cyclic load 110
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets 108
Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model 108
Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage 107
Shear performance of existing reinforced concrete T-beams strengthened with FRP 106
Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input 106
Seismic damaged Chinese rc bridges repaired and retrofitted by rapid intervention to improve plastic dissipation and shear strength 105
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 102
Generation of asynchronous seismic signals considering different knowledge levels for seismic input and soil 102
Curved footbridges supported by a shell obtained through thrust network analysis 101
Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions 99
Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges 96
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 87
Influence of materials knowledge level on the assessment of the characteristic value of the shear strength of existing RC beams. Proceedings of ITALIAN CONCRETE DAYS 85
Leaning Tower of Pisa: Recent Studies On Dynamic Response and Soil-Structure Interaction 85
Flexure-shear interaction phenomena in seismic assessment of reinforced concrete frames 84
INFLUENCE OF NONLINEAR MODELING ON CAPACITY ASSESSMENT OF RC FRAMED STRUCTURES 84
Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling 84
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 83
Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017) 78
Pseudo-dynamic testing of repaired and retrofitted RC bridges 75
Modeling of the mechanical behavior of stainless reinforcing steel 71
Prove su tavola vibrante di un modello di ponte integrale inclusa l’interazione terreno-struttura 69
IMPAβ: Incremental Modal Pushover Analysis for Bridges 68
Seismic assessment of corroded concrete bridges using incremental modal pushover analysis 62
FRP Reinforcement to Retrofit Bridge Pier After Repair: Experimental Test Results 48
Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground motions 42
Influence of Materials Knowledge Level on the Assessment of the Characteristic Value of the Shear Strength of Existing RC Beams 35
A probabilistic interpretation of corrosion state through half-cell potential and electrical resistivity measures: The Flaminio Bridge in Rome 34
Strain and vibration measurements by FBG sensors for engineering applications 33
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE, SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 27
Self-monitoring Precast RC Beams Industrial Production with FBG Sensors for Quality Control and Real-Time Monitoring 26
Experimental investigation of the shear strength of RC beams extracted from an old structure and strengthened by carbon FRP U-strips 25
Research on Seismic Behaviors of RC Circular Pier with Longitudinal Rebar of Reduced Diameter and CFRP Wrap|带小直径纵筋并外包CFRP的RC圆墩抗震性能研究 21
Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete 20
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 17
Sustainable retrofits on reinforced concrete infrastructures 12
Rebar Replacement in Severely Damaged RC Bridge Column Plastic Hinges: Design Criteria and Experimental Investigation 9
The role of overstrength in welded joints for rebar substitution in damaged RC columns 7
Totale 10.652
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Categoria #
all - tutte 32.908
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 32.908
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.713 0 0 0 0 186 269 333 245 320 275 52 33
2020/20211.336 52 119 52 72 87 92 107 271 87 174 100 123
2021/20221.036 65 80 31 43 181 36 108 40 69 32 131 220
2022/20231.132 171 147 63 180 73 248 6 70 117 3 39 15
2023/2024820 29 47 61 32 64 207 61 140 7 40 40 92
2024/2025446 37 104 250 32 23 0 0 0 0 0 0 0
Totale 10.652