Benvenuti nell'Anagrafe della Ricerca d'Ateneo

LAVORATO, DAVIDE
 Distribuzione geografica
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Continente #
NA - Nord America 5.342
EU - Europa 5.044
AS - Asia 3.375
SA - Sud America 216
AF - Africa 111
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 11
Totale 14.117
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Nazione #
US - Stati Uniti d'America 5.303
CN - Cina 1.839
GB - Regno Unito 1.159
RU - Federazione Russa 1.123
SG - Singapore 942
DK - Danimarca 753
IT - Italia 563
DE - Germania 409
SE - Svezia 384
BR - Brasile 172
FR - Francia 157
VN - Vietnam 151
TR - Turchia 110
IE - Irlanda 98
KR - Corea 97
CI - Costa d'Avorio 85
FI - Finlandia 83
UA - Ucraina 79
AL - Albania 65
HK - Hong Kong 62
JP - Giappone 48
IN - India 40
NL - Olanda 39
PL - Polonia 25
RO - Romania 25
CA - Canada 23
BE - Belgio 18
AU - Australia 16
ID - Indonesia 15
BD - Bangladesh 12
AT - Austria 11
IQ - Iraq 11
A2 - ???statistics.table.value.countryCode.A2??? 10
ES - Italia 10
IR - Iran 10
CH - Svizzera 9
MX - Messico 9
AR - Argentina 7
CL - Cile 7
PE - Perù 7
EC - Ecuador 6
GR - Grecia 6
PH - Filippine 6
SN - Senegal 6
ZA - Sudafrica 6
CO - Colombia 5
CZ - Repubblica Ceca 5
PK - Pakistan 4
PT - Portogallo 4
SA - Arabia Saudita 4
AM - Armenia 3
BG - Bulgaria 3
BO - Bolivia 3
CR - Costa Rica 3
DZ - Algeria 3
EG - Egitto 3
HU - Ungheria 3
KE - Kenya 3
KG - Kirghizistan 3
LT - Lituania 3
LV - Lettonia 3
MA - Marocco 3
UY - Uruguay 3
VE - Venezuela 3
CY - Cipro 2
HR - Croazia 2
IL - Israele 2
KZ - Kazakistan 2
LA - Repubblica Popolare Democratica del Laos 2
LK - Sri Lanka 2
MD - Moldavia 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
AE - Emirati Arabi Uniti 1
AZ - Azerbaigian 1
BB - Barbados 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
DO - Repubblica Dominicana 1
EU - Europa 1
GE - Georgia 1
GN - Guinea 1
GY - Guiana 1
IM - Isola di Man 1
MM - Myanmar 1
MY - Malesia 1
PA - Panama 1
SK - Slovacchia (Repubblica Slovacca) 1
TJ - Tagikistan 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
Totale 14.117
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Città #
Southend 1.024
Ashburn 629
Fairfield 510
Woodbridge 439
Singapore 375
Chandler 342
Dearborn 295
Houston 281
Nanjing 270
Wilmington 261
Beijing 259
Ann Arbor 244
Seattle 226
Rome 209
Cambridge 177
Boardman 172
Fremont 148
Dallas 127
Jinan 120
Shenyang 110
Izmir 97
Dublin 96
Seoul 95
Princeton 92
Changsha 90
Nanchang 89
Bremen 80
Plano 79
Hebei 74
Dong Ket 68
Hefei 68
The Dalles 67
Redwood City 65
Jacksonville 63
Hong Kong 60
Tianjin 59
Kenmore 54
Moscow 53
Munich 51
Shanghai 48
Tokyo 45
Guangzhou 44
Helsinki 44
Washington 42
Zhengzhou 40
Jiaxing 39
Hangzhou 36
San Diego 35
Los Angeles 34
New York 34
Nürnberg 33
Ningbo 30
Kunming 29
Haikou 28
Portsmouth 28
Ho Chi Minh City 27
Lauterbourg 24
London 23
Milan 23
Taizhou 23
Chicago 22
Falkenstein 20
São Paulo 19
Taiyuan 19
Santa Clara 18
Warsaw 18
Brussels 17
Fuzhou 17
Hanoi 17
St Petersburg 17
Redmond 16
Yubileyny 16
Brooklyn 15
Lanzhou 15
Turku 15
Columbus 14
Frankfurt am Main 14
Amsterdam 12
Dongguan 11
Leawood 10
Phoenix 10
Stockholm 10
Da Nang 9
Mumbai 9
Atlanta 8
Buffalo 8
Council Bluffs 8
Denver 8
Mazzano Romano 8
Montecalvoli 8
Orem 8
Pune 8
Andover 7
Augusta 7
Baotou 7
Chennai 7
Faenza 7
Fort Worth 7
Montreal 7
Naples 7
Totale 8.807
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Nome #
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 291
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 277
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 273
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 263
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 258
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 245
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 240
Asynchronous earthquake strong motion and RC bridges response 238
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 227
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 220
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 216
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 214
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 208
Non Linear Static Analysis: Application of Existing Concrete Building 208
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 207
Prove sperimentali monotone e cicliche su barre di acciaio inox 207
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 203
Proposal of a Incremental Modal Pushover Analysis (IMPA) 198
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 198
Shear behavior of existing RC T-beams strengthened with CFRP 195
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 195
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 191
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 189
Pseudo-dynamic tests on repaired and retrofitted bridge columns 188
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 188
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 188
A model for carbon and stainless steel reinforcing bars including inelastic buckling for evaluation of capacity of existing structures 182
THE INCREMENTAL MODAL PUSHOVER ANALYSIS (IMPA): PROPOSAL AND APPLICATION 181
Seismic duration effect on damping reduction factor using random vibration theory 179
Interventi di risanamento e/o rinforzo strutturale di pile da ponte circolari in cemento armato con materiali innovativi 179
Prove cicliche su cilindri di calcestruzzo autocompattante confinati con FRP. 176
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 176
Experimental tests on repaired and retrofitted bridge piers 175
Indagine sperimentale su travi in c.a. rinforzate a taglio con FRP. 174
Pseudo-dynamic tests for seismic analysis of repaired and strengthened r.c. bridges using opensees 172
Degrading bouc-wen model parameters identification under cyclic load 171
Seismic response analysis of continuous highway bridges under near-fault ground motions 171
Generation of Non-synchronous Earthquake Signals 171
Experimental Evaluation of Bridge Piers Repaired After Previous Seismic Pseudodynamic Tests 170
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 167
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification 166
Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure 166
Influence of materials knowledge level on the assessment of the shear strength characteristic value of existing RC beams 163
Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response and SSI 162
Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model 162
INDAGINE SPERIMENTALE SU TRAVI IN C.A. RINFORZATE A TAGLIO CON FRP 160
RESPONSE OF CONTINUOUS DECK BRIDGES TO NON SYNCHRONOUS SEISMIC MOTION 159
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 156
Influence of polyethylene and stainless steel fibres on compressive and tensile behaviour of high-performance fibre-reinforced cementitious composites 154
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets 153
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 152
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 152
Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions 152
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges 150
Shear performance of existing reinforced concrete T-beams strengthened with FRP 149
Curved footbridges supported by a shell obtained through thrust network analysis 149
Mechanical properties of HPFRCC reinforced with different types and volumes of fibres 149
null 149
Seismic response of repaired bridges by pseudodynamic tests 148
Leaning Tower of Pisa: Recent Studies On Dynamic Response and Soil-Structure Interaction 145
Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling 145
null 138
null 137
Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage 134
Seismic damaged Chinese rc bridges repaired and retrofitted by rapid intervention to improve plastic dissipation and shear strength 134
Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges 133
Flexure-shear interaction phenomena in seismic assessment of reinforced concrete frames 132
Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input 131
Generation of asynchronous seismic signals considering different knowledge levels for seismic input and soil 126
INFLUENCE OF NONLINEAR MODELING ON CAPACITY ASSESSMENT OF RC FRAMED STRUCTURES 125
Seismic assessment of corroded concrete bridges using incremental modal pushover analysis 121
IMPAβ: Incremental Modal Pushover Analysis for Bridges 119
A probabilistic interpretation of corrosion state through half-cell potential and electrical resistivity measures: The Flaminio Bridge in Rome 112
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 111
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 108
Pseudo-dynamic testing of repaired and retrofitted RC bridges 107
Prove su tavola vibrante di un modello di ponte integrale inclusa l’interazione terreno-struttura 102
Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017) 101
Modeling of the mechanical behavior of stainless reinforcing steel 94
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE, SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 87
Self-monitoring Precast RC Beams Industrial Production with FBG Sensors for Quality Control and Real-Time Monitoring 81
Strain and vibration measurements by FBG sensors for engineering applications 78
Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete 78
Sustainable retrofits on reinforced concrete infrastructures 77
FRP Reinforcement to Retrofit Bridge Pier After Repair: Experimental Test Results 77
Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground motions 73
Influence of Materials Knowledge Level on the Assessment of the Characteristic Value of the Shear Strength of Existing RC Beams 71
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 55
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 52
Experimental investigation of the shear strength of RC beams extracted from an old structure and strengthened by carbon FRP U-strips 50
Rebar Replacement in Severely Damaged RC Bridge Column Plastic Hinges: Design Criteria and Experimental Investigation 44
The role of overstrength in welded joints for rebar substitution in damaged RC columns 35
Damping reduction factors for vertical acceleration, velocity, and displacement response spectra in Italian seismic regions 16
The greenway for bridge column rehabilitation: a comparison between different techniques based on multi-criteria decision analysis 9
Totale 14.458
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Categoria #
all - tutte 46.411
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 46.411
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021954 0 0 0 0 0 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
2024/20252.496 37 104 250 32 25 74 759 551 270 61 110 223
2025/20261.756 417 321 142 388 368 120 0 0 0 0 0 0
Totale 14.458