Benvenuti nell'Anagrafe della Ricerca d'Ateneo

LAVORATO, DAVIDE
 Distribuzione geografica
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Continente #
NA - Nord America 5.846
EU - Europa 5.272
AS - Asia 4.131
SA - Sud America 314
AF - Africa 147
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 11
Totale 15.741
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Nazione #
US - Stati Uniti d'America 5.781
CN - Cina 1.895
GB - Regno Unito 1.200
SG - Singapore 1.176
RU - Federazione Russa 1.127
DK - Danimarca 754
IT - Italia 605
DE - Germania 448
VN - Vietnam 396
SE - Svezia 388
BR - Brasile 214
FR - Francia 182
TR - Turchia 124
IE - Irlanda 103
KR - Corea 100
FI - Finlandia 94
HK - Hong Kong 89
UA - Ucraina 87
IN - India 86
CI - Costa d'Avorio 85
AL - Albania 67
JP - Giappone 61
NL - Olanda 47
CA - Canada 40
PL - Polonia 31
RO - Romania 29
BD - Bangladesh 28
AR - Argentina 23
IQ - Iraq 23
ID - Indonesia 21
PH - Filippine 19
PK - Pakistan 19
AU - Australia 18
BE - Belgio 18
ES - Italia 18
ZA - Sudafrica 18
EC - Ecuador 15
SA - Arabia Saudita 15
AT - Austria 14
MX - Messico 14
CL - Cile 13
MY - Malesia 11
A2 - ???statistics.table.value.countryCode.A2??? 10
CH - Svizzera 10
CO - Colombia 10
IR - Iran 10
KE - Kenya 10
VE - Venezuela 10
GR - Grecia 9
PE - Perù 9
BO - Bolivia 8
MA - Marocco 8
SN - Senegal 8
UZ - Uzbekistan 7
AE - Emirati Arabi Uniti 6
CZ - Repubblica Ceca 6
PY - Paraguay 6
TH - Thailandia 6
AZ - Azerbaigian 5
DZ - Algeria 5
EG - Egitto 5
LT - Lituania 5
UY - Uruguay 5
KG - Kirghizistan 4
LV - Lettonia 4
MD - Moldavia 4
PT - Portogallo 4
AM - Armenia 3
BG - Bulgaria 3
CR - Costa Rica 3
CY - Cipro 3
HR - Croazia 3
HU - Ungheria 3
IL - Israele 3
KZ - Kazakistan 3
YE - Yemen 3
JO - Giordania 2
LA - Repubblica Popolare Democratica del Laos 2
LK - Sri Lanka 2
NZ - Nuova Zelanda 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
TN - Tunisia 2
TW - Taiwan 2
AO - Angola 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BJ - Benin 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
DM - Dominica 1
DO - Repubblica Dominicana 1
EE - Estonia 1
ET - Etiopia 1
EU - Europa 1
GE - Georgia 1
GN - Guinea 1
GT - Guatemala 1
GY - Guiana 1
IM - Isola di Man 1
Totale 15.729
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Città #
Southend 1.024
Ashburn 679
Singapore 532
Fairfield 510
Woodbridge 439
Chandler 342
Dearborn 295
Houston 282
Nanjing 270
Beijing 261
Wilmington 261
Ann Arbor 244
San Jose 233
Seattle 227
Rome 220
Cambridge 177
Boardman 172
Fremont 148
Dallas 129
Jinan 120
Shenyang 110
Dublin 101
Izmir 98
Seoul 96
Ho Chi Minh City 94
Princeton 92
Changsha 90
Nanchang 89
Bremen 80
Hong Kong 80
Plano 79
Hebei 74
Hanoi 73
Dong Ket 68
Hefei 68
The Dalles 67
Redwood City 65
Jacksonville 63
Tianjin 59
Helsinki 55
Kenmore 54
Moscow 53
Los Angeles 51
Munich 51
Tokyo 51
Frankfurt am Main 50
New York 50
Shanghai 49
Guangzhou 44
Washington 43
Zhengzhou 40
Jiaxing 39
Hangzhou 38
San Diego 35
Nürnberg 33
London 31
Orem 31
Ningbo 30
Kunming 29
Milan 29
Haikou 28
Portsmouth 28
São Paulo 28
Chicago 25
Lauterbourg 24
Taizhou 23
Warsaw 23
Da Nang 21
Falkenstein 20
Santa Clara 20
Amsterdam 19
Chennai 19
Taiyuan 19
Brussels 17
Fuzhou 17
Montreal 17
St Petersburg 17
Brooklyn 16
Redmond 16
Yubileyny 16
Basingstoke 15
Lanzhou 15
Turku 15
Columbus 14
Mumbai 14
Stockholm 14
Baghdad 12
Buffalo 12
Council Bluffs 12
Istanbul 12
Johannesburg 12
Phoenix 12
Denver 11
Dongguan 11
Atlanta 10
Haiphong 10
Leawood 10
Ankara 9
Nairobi 9
Naples 9
Totale 9.648
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Nome #
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 308
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 297
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 297
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 282
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 279
Asynchronous earthquake strong motion and RC bridges response 273
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 259
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 258
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 254
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 243
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 240
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 232
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 231
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 231
Prove sperimentali monotone e cicliche su barre di acciaio inox 226
Non Linear Static Analysis: Application of Existing Concrete Building 225
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 222
Proposal of a Incremental Modal Pushover Analysis (IMPA) 217
Shear behavior of existing RC T-beams strengthened with CFRP 216
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 215
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 211
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 210
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 210
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 208
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 207
Pseudo-dynamic tests on repaired and retrofitted bridge columns 205
A model for carbon and stainless steel reinforcing bars including inelastic buckling for evaluation of capacity of existing structures 205
Interventi di risanamento e/o rinforzo strutturale di pile da ponte circolari in cemento armato con materiali innovativi 198
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 198
THE INCREMENTAL MODAL PUSHOVER ANALYSIS (IMPA): PROPOSAL AND APPLICATION 195
Experimental tests on repaired and retrofitted bridge piers 192
Degrading bouc-wen model parameters identification under cyclic load 192
Prove cicliche su cilindri di calcestruzzo autocompattante confinati con FRP. 191
Seismic duration effect on damping reduction factor using random vibration theory 188
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 188
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 187
Indagine sperimentale su travi in c.a. rinforzate a taglio con FRP. 186
Pseudo-dynamic tests for seismic analysis of repaired and strengthened r.c. bridges using opensees 186
Influence of materials knowledge level on the assessment of the shear strength characteristic value of existing RC beams 186
Generation of Non-synchronous Earthquake Signals 185
Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response and SSI 185
Experimental Evaluation of Bridge Piers Repaired After Previous Seismic Pseudodynamic Tests 180
Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure 180
Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling 179
Seismic response analysis of continuous highway bridges under near-fault ground motions 178
INDAGINE SPERIMENTALE SU TRAVI IN C.A. RINFORZATE A TAGLIO CON FRP 178
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets 177
Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model 177
Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions 177
RESPONSE OF CONTINUOUS DECK BRIDGES TO NON SYNCHRONOUS SEISMIC MOTION 176
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification 174
Shear performance of existing reinforced concrete T-beams strengthened with FRP 167
Curved footbridges supported by a shell obtained through thrust network analysis 166
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 166
Leaning Tower of Pisa: Recent Studies On Dynamic Response and Soil-Structure Interaction 164
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges 162
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 162
Mechanical properties of HPFRCC reinforced with different types and volumes of fibres 162
Influence of polyethylene and stainless steel fibres on compressive and tensile behaviour of high-performance fibre-reinforced cementitious composites 161
Seismic response of repaired bridges by pseudodynamic tests 160
Flexure-shear interaction phenomena in seismic assessment of reinforced concrete frames 152
Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges 151
Seismic damaged Chinese rc bridges repaired and retrofitted by rapid intervention to improve plastic dissipation and shear strength 149
null 149
A probabilistic interpretation of corrosion state through half-cell potential and electrical resistivity measures: The Flaminio Bridge in Rome 147
Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage 146
INFLUENCE OF NONLINEAR MODELING ON CAPACITY ASSESSMENT OF RC FRAMED STRUCTURES 142
IMPAβ: Incremental Modal Pushover Analysis for Bridges 142
Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input 140
Seismic assessment of corroded concrete bridges using incremental modal pushover analysis 140
null 138
null 137
Generation of asynchronous seismic signals considering different knowledge levels for seismic input and soil 137
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 127
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 121
Pseudo-dynamic testing of repaired and retrofitted RC bridges 121
Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017) 116
Prove su tavola vibrante di un modello di ponte integrale inclusa l’interazione terreno-struttura 115
Modeling of the mechanical behavior of stainless reinforcing steel 109
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE, SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 108
Sustainable retrofits on reinforced concrete infrastructures 102
Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete 100
Self-monitoring Precast RC Beams Industrial Production with FBG Sensors for Quality Control and Real-Time Monitoring 97
Strain and vibration measurements by FBG sensors for engineering applications 96
FRP Reinforcement to Retrofit Bridge Pier After Repair: Experimental Test Results 88
Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground motions 85
Influence of Materials Knowledge Level on the Assessment of the Characteristic Value of the Shear Strength of Existing RC Beams 85
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 68
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 66
Experimental investigation of the shear strength of RC beams extracted from an old structure and strengthened by carbon FRP U-strips 59
Rebar Replacement in Severely Damaged RC Bridge Column Plastic Hinges: Design Criteria and Experimental Investigation 54
The role of overstrength in welded joints for rebar substitution in damaged RC columns 48
Damping reduction factors for vertical acceleration, velocity, and displacement response spectra in Italian seismic regions 40
The greenway for bridge column rehabilitation: a comparison between different techniques based on multi-criteria decision analysis 23
A Study into Aspect Ratio and the Influence of Platen Restraint on the Compressive Strength of Jute Fibre-Reinforced Compressed Earth Composites 21
Totale 16.083
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Categoria #
all - tutte 49.843
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 49.843
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021397 0 0 0 0 0 0 0 0 0 174 100 123
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
2024/20252.496 37 104 250 32 25 74 759 551 270 61 110 223
2025/20263.381 417 321 142 388 368 220 455 71 463 536 0 0
Totale 16.083