Benvenuti nell'Anagrafe della Ricerca d'Ateneo

LAVORATO, DAVIDE
 Distribuzione geografica
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Continente #
NA - Nord America 4.383
EU - Europa 3.622
AS - Asia 1.734
AF - Africa 92
SA - Sud America 17
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 11
Totale 9.875
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Nazione #
US - Stati Uniti d'America 4.374
CN - Cina 1.430
GB - Regno Unito 1.105
DK - Danimarca 753
IT - Italia 506
SE - Svezia 374
DE - Germania 320
FR - Francia 104
TR - Turchia 101
IE - Irlanda 90
CI - Costa d'Avorio 85
RU - Federazione Russa 78
UA - Ucraina 74
VN - Vietnam 68
AL - Albania 64
SG - Singapore 54
FI - Finlandia 53
JP - Giappone 35
RO - Romania 25
NL - Olanda 23
BE - Belgio 17
AU - Australia 15
IN - India 13
A2 - ???statistics.table.value.countryCode.A2??? 10
IR - Iran 10
CA - Canada 9
CH - Svizzera 9
AT - Austria 8
BR - Brasile 6
CL - Cile 5
GR - Grecia 4
HK - Hong Kong 4
ID - Indonesia 4
PE - Perù 4
BD - Bangladesh 3
CZ - Repubblica Ceca 3
ES - Italia 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
MM - Myanmar 1
MY - Malesia 1
NZ - Nuova Zelanda 1
PH - Filippine 1
TW - Taiwan 1
Totale 9.875
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Città #
Southend 1.024
Fairfield 510
Woodbridge 439
Ashburn 434
Chandler 342
Dearborn 295
Houston 276
Nanjing 270
Wilmington 260
Ann Arbor 244
Seattle 225
Rome 191
Cambridge 177
Fremont 148
Beijing 139
Jinan 119
Shenyang 108
Izmir 97
Princeton 92
Dublin 88
Nanchang 87
Changsha 84
Bremen 80
Plano 79
Hebei 74
Dong Ket 68
Redwood City 65
Jacksonville 62
Tianjin 57
Kenmore 54
Washington 42
Shanghai 41
Jiaxing 38
Guangzhou 36
Hangzhou 35
San Diego 35
Nürnberg 33
Zhengzhou 33
Tokyo 32
Singapore 31
Helsinki 29
Haikou 28
Kunming 28
Ningbo 28
Taizhou 23
Hefei 20
Taiyuan 19
Milan 17
Brussels 16
Fuzhou 16
Redmond 16
Lanzhou 15
St Petersburg 15
London 13
Dongguan 10
Leawood 10
Mazzano Romano 8
Montecalvoli 8
New York 8
Pune 8
Andover 7
Baotou 7
Faenza 7
Fort Worth 7
Orange 7
Augusta 6
Beverly Hills 6
Boardman 6
Buffalo 6
Chicago 6
Chiswick 6
Lawrence 6
Pavia 6
Torino 6
Bari 5
Chengdu 5
Dallas 5
Naples 5
Padova 5
Santiago 5
Xian 5
Antrodoco 4
Istanbul 4
Menlo Park 4
Neef 4
Norwalk 4
Parma 4
Philadelphia 4
Pisa 4
Venezia 4
Vienna 4
Adliswil 3
Amsterdam 3
Barcelona 3
Basking Ridge 3
Catania 3
Dakar 3
Eugene 3
Kilburn 3
Napoli 3
Totale 7.070
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Nome #
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 237
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 230
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 205
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 196
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 196
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 187
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 180
Prove sperimentali monotone e cicliche su barre di acciaio inox 175
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 174
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 174
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 173
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 164
Non Linear Static Analysis: Application of Existing Concrete Building 164
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 160
Asynchronous earthquake strong motion and RC bridges response 159
Pseudo-dynamic tests on repaired and retrofitted bridge columns 157
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 157
Proposal of a Incremental Modal Pushover Analysis (IMPA) 152
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 150
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 149
null 149
Indagine sperimentale su travi in c.a. rinforzate a taglio con FRP. 147
Shear behavior of existing RC T-beams strengthened with CFRP 144
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification 141
THE INCREMENTAL MODAL PUSHOVER ANALYSIS (IMPA): PROPOSAL AND APPLICATION 141
Prove cicliche su cilindri di calcestruzzo autocompattante confinati con FRP. 140
Pseudo-dynamic tests for seismic analysis of repaired and strengthened r.c. bridges using opensees 140
null 138
Generation of Non-synchronous Earthquake Signals 138
Interventi di risanamento e/o rinforzo strutturale di pile da ponte circolari in cemento armato con materiali innovativi 138
null 137
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 135
Experimental Evaluation of Bridge Piers Repaired After Previous Seismic Pseudodynamic Tests 135
Experimental tests on repaired and retrofitted bridge piers 134
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 132
RESPONSE OF CONTINUOUS DECK BRIDGES TO NON SYNCHRONOUS SEISMIC MOTION 131
Seismic response analysis of continuous highway bridges under near-fault ground motions 131
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 128
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 127
INDAGINE SPERIMENTALE SU TRAVI IN C.A. RINFORZATE A TAGLIO CON FRP 125
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 123
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 123
Seismic response of repaired bridges by pseudodynamic tests 123
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 123
Influence of polyethylene and stainless steel fibres on compressive and tensile behaviour of high-performance fibre-reinforced cementitious composites 122
Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response and SSI 121
A model for carbon and stainless steel reinforcing bars including inelastic buckling for evaluation of capacity of existing structures 119
Seismic duration effect on damping reduction factor using random vibration theory 116
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges 115
Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure 115
Mechanical properties of HPFRCC reinforced with different types and volumes of fibres 114
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 107
Degrading bouc-wen model parameters identification under cyclic load 105
Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage 104
Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input 103
Influence of materials knowledge level on the assessment of the shear strength characteristic value of existing RC beams 102
Shear performance of existing reinforced concrete T-beams strengthened with FRP 102
Seismic damaged Chinese rc bridges repaired and retrofitted by rapid intervention to improve plastic dissipation and shear strength 102
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets 101
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 100
Generation of asynchronous seismic signals considering different knowledge levels for seismic input and soil 99
Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model 98
Curved footbridges supported by a shell obtained through thrust network analysis 95
Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges 94
Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions 93
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 83
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 82
Leaning Tower of Pisa: Recent Studies On Dynamic Response and Soil-Structure Interaction 81
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 80
INFLUENCE OF NONLINEAR MODELING ON CAPACITY ASSESSMENT OF RC FRAMED STRUCTURES 80
Flexure-shear interaction phenomena in seismic assessment of reinforced concrete frames 79
Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling 77
Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017) 74
Pseudo-dynamic testing of repaired and retrofitted RC bridges 72
Modeling of the mechanical behavior of stainless reinforcing steel 68
Prove su tavola vibrante di un modello di ponte integrale inclusa l’interazione terreno-struttura 67
IMPAβ: Incremental Modal Pushover Analysis for Bridges 64
Seismic assessment of corroded concrete bridges using incremental modal pushover analysis 55
FRP Reinforcement to Retrofit Bridge Pier After Repair: Experimental Test Results 43
Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground motions 40
Strain and vibration measurements by FBG sensors for engineering applications 26
Influence of Materials Knowledge Level on the Assessment of the Characteristic Value of the Shear Strength of Existing RC Beams 26
Experimental investigation of the shear strength of RC beams extracted from an old structure and strengthened by carbon FRP U-strips 21
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE, SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 19
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 18
Self-monitoring Precast RC Beams Industrial Production with FBG Sensors for Quality Control and Real-Time Monitoring 16
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 14
Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete 13
A probabilistic interpretation of corrosion state through half-cell potential and electrical resistivity measures: The Flaminio Bridge in Rome 12
Rebar Replacement in Severely Damaged RC Bridge Column Plastic Hinges: Design Criteria and Experimental Investigation 7
The role of overstrength in welded joints for rebar substitution in damaged RC columns 5
Sustainable retrofits on reinforced concrete infrastructures 3
Totale 10.214
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Categoria #
all - tutte 28.124
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 28.124
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.587 497 142 60 175 186 269 333 245 320 275 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
2024/20258 8 0 0 0 0 0 0 0 0 0 0 0
Totale 10.214