Benvenuti nell'Anagrafe della Ricerca d'Ateneo

LAVORATO, DAVIDE
 Distribuzione geografica
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Continente #
NA - Nord America 6.241
EU - Europa 5.316
AS - Asia 4.179
Continente sconosciuto - Info sul continente non disponibili 354
SA - Sud America 325
AF - Africa 157
OC - Oceania 20
Totale 16.592
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Nazione #
US - Stati Uniti d'America 6.157
CN - Cina 1.904
GB - Regno Unito 1.200
SG - Singapore 1.180
RU - Federazione Russa 1.127
DK - Danimarca 754
IT - Italia 635
DE - Germania 450
VN - Vietnam 399
SE - Svezia 388
BR - Brasile 218
FR - Francia 187
TR - Turchia 124
IE - Irlanda 103
KR - Corea 100
HK - Hong Kong 98
FI - Finlandia 94
IN - India 88
UA - Ucraina 87
CI - Costa d'Avorio 85
AL - Albania 68
JP - Giappone 63
CA - Canada 50
NL - Olanda 47
BD - Bangladesh 39
PL - Polonia 31
RO - Romania 29
ZA - Sudafrica 26
AR - Argentina 25
IQ - Iraq 23
PH - Filippine 22
ES - Italia 21
ID - Indonesia 21
PK - Pakistan 20
BE - Belgio 19
AU - Australia 18
EC - Ecuador 15
SA - Arabia Saudita 15
AT - Austria 14
MX - Messico 14
MY - Malesia 14
CL - Cile 13
CO - Colombia 13
KE - Kenya 12
PE - Perù 11
A2 - ???statistics.table.value.countryCode.A2??? 10
CH - Svizzera 10
IR - Iran 10
VE - Venezuela 10
GR - Grecia 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
PT - Portogallo 5
UY - Uruguay 5
CR - Costa Rica 4
KG - Kirghizistan 4
LV - Lettonia 4
MD - Moldavia 4
AM - Armenia 3
BG - Bulgaria 3
CY - Cipro 3
HR - Croazia 3
HU - Ungheria 3
IL - Israele 3
KZ - Kazakistan 3
YE - Yemen 3
GT - Guatemala 2
JM - Giamaica 2
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
TT - Trinidad e Tobago 2
TW - Taiwan 2
AO - Angola 1
AW - Aruba 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BJ - Benin 1
BN - Brunei Darussalam 1
BS - Bahamas 1
BY - Bielorussia 1
CW - ???statistics.table.value.countryCode.CW??? 1
DM - Dominica 1
DO - Repubblica Dominicana 1
EE - Estonia 1
ET - Etiopia 1
Totale 16.230
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Città #
Southend 1.024
Ashburn 733
Singapore 533
Fairfield 511
Woodbridge 439
Chandler 342
Dearborn 295
Houston 283
San Jose 280
Nanjing 270
Beijing 264
Wilmington 261
Ann Arbor 244
Seattle 229
Rome 225
Cambridge 177
Boardman 172
Fremont 148
Dallas 137
Jinan 120
Shenyang 110
Dublin 101
Izmir 98
Ho Chi Minh City 96
Seoul 96
Princeton 92
Changsha 90
Nanchang 89
Hong Kong 87
Bremen 80
Plano 79
Hebei 74
Hanoi 73
Dong Ket 68
Hefei 68
Los Angeles 68
The Dalles 68
Jacksonville 65
Redwood City 65
New York 61
Tianjin 59
Helsinki 55
Kenmore 54
Moscow 53
Frankfurt am Main 51
Munich 51
Tokyo 51
Shanghai 49
Guangzhou 44
Washington 44
Zhengzhou 40
Jiaxing 39
Hangzhou 38
Milan 36
Santa Clara 36
San Diego 35
Orem 34
Nürnberg 33
London 31
Ningbo 30
Chicago 29
Kunming 29
São Paulo 29
Haikou 28
Portsmouth 28
Lauterbourg 24
Taizhou 23
Warsaw 23
Da Nang 22
Falkenstein 20
Montreal 20
Amsterdam 19
Brooklyn 19
Chennai 19
Phoenix 19
Taiyuan 19
Brussels 17
Fuzhou 17
St Petersburg 17
Denver 16
Mumbai 16
Redmond 16
Yubileyny 16
Basingstoke 15
Columbus 15
Lanzhou 15
Turku 15
Buffalo 14
Stockholm 14
Council Bluffs 13
Naples 13
San Francisco 13
Atlanta 12
Baghdad 12
Istanbul 12
Johannesburg 12
Dongguan 11
Haiphong 10
Leawood 10
Nairobi 10
Totale 9.879
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Nome #
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 310
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 303
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 302
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 286
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 283
Asynchronous earthquake strong motion and RC bridges response 283
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 264
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 261
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 261
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 247
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 246
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 244
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 243
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 243
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 239
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 237
Prove sperimentali monotone e cicliche su barre di acciaio inox 233
Non Linear Static Analysis: Application of Existing Concrete Building 228
Proposal of a Incremental Modal Pushover Analysis (IMPA) 225
Shear behavior of existing RC T-beams strengthened with CFRP 225
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 216
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 216
Pseudo-dynamic tests on repaired and retrofitted bridge columns 213
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 213
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 213
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 209
A model for carbon and stainless steel reinforcing bars including inelastic buckling for evaluation of capacity of existing structures 209
Interventi di risanamento e/o rinforzo strutturale di pile da ponte circolari in cemento armato con materiali innovativi 205
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 204
Experimental tests on repaired and retrofitted bridge piers 200
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 197
Degrading bouc-wen model parameters identification under cyclic load 197
Prove cicliche su cilindri di calcestruzzo autocompattante confinati con FRP. 196
THE INCREMENTAL MODAL PUSHOVER ANALYSIS (IMPA): PROPOSAL AND APPLICATION 196
Influence of materials knowledge level on the assessment of the shear strength characteristic value of existing RC beams 194
Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure 194
Seismic duration effect on damping reduction factor using random vibration theory 192
Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response and SSI 192
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 191
Indagine sperimentale su travi in c.a. rinforzate a taglio con FRP. 190
Pseudo-dynamic tests for seismic analysis of repaired and strengthened r.c. bridges using opensees 190
Generation of Non-synchronous Earthquake Signals 188
Experimental Evaluation of Bridge Piers Repaired After Previous Seismic Pseudodynamic Tests 185
INDAGINE SPERIMENTALE SU TRAVI IN C.A. RINFORZATE A TAGLIO CON FRP 185
Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling 185
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets 181
Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model 180
Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions 180
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification 179
RESPONSE OF CONTINUOUS DECK BRIDGES TO NON SYNCHRONOUS SEISMIC MOTION 179
Seismic response analysis of continuous highway bridges under near-fault ground motions 178
Shear performance of existing reinforced concrete T-beams strengthened with FRP 172
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 170
Leaning Tower of Pisa: Recent Studies On Dynamic Response and Soil-Structure Interaction 169
Curved footbridges supported by a shell obtained through thrust network analysis 169
Mechanical properties of HPFRCC reinforced with different types and volumes of fibres 169
Influence of polyethylene and stainless steel fibres on compressive and tensile behaviour of high-performance fibre-reinforced cementitious composites 167
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 166
Seismic response of repaired bridges by pseudodynamic tests 164
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges 164
Flexure-shear interaction phenomena in seismic assessment of reinforced concrete frames 157
A probabilistic interpretation of corrosion state through half-cell potential and electrical resistivity measures: The Flaminio Bridge in Rome 153
Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges 153
Seismic damaged Chinese rc bridges repaired and retrofitted by rapid intervention to improve plastic dissipation and shear strength 153
null 149
Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage 148
Seismic assessment of corroded concrete bridges using incremental modal pushover analysis 147
INFLUENCE OF NONLINEAR MODELING ON CAPACITY ASSESSMENT OF RC FRAMED STRUCTURES 145
IMPAβ: Incremental Modal Pushover Analysis for Bridges 145
Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input 141
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 129
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 125
Pseudo-dynamic testing of repaired and retrofitted RC bridges 124
Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017) 121
Prove su tavola vibrante di un modello di ponte integrale inclusa l’interazione terreno-struttura 120
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE, SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 116
Modeling of the mechanical behavior of stainless reinforcing steel 114
Strain and vibration measurements by FBG sensors for engineering applications 111
Sustainable retrofits on reinforced concrete infrastructures 109
Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete 108
Self-monitoring Precast RC Beams Industrial Production with FBG Sensors for Quality Control and Real-Time Monitoring 100
Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground motions 95
FRP Reinforcement to Retrofit Bridge Pier After Repair: Experimental Test Results 92
Influence of Materials Knowledge Level on the Assessment of the Characteristic Value of the Shear Strength of Existing RC Beams 88
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 71
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 70
Experimental investigation of the shear strength of RC beams extracted from an old structure and strengthened by carbon FRP U-strips 60
Rebar Replacement in Severely Damaged RC Bridge Column Plastic Hinges: Design Criteria and Experimental Investigation 59
The role of overstrength in welded joints for rebar substitution in damaged RC columns 56
Damping reduction factors for vertical acceleration, velocity, and displacement response spectra in Italian seismic regions 44
The greenway for bridge column rehabilitation: a comparison between different techniques based on multi-criteria decision analysis 33
A Study into Aspect Ratio and the Influence of Platen Restraint on the Compressive Strength of Jute Fibre-Reinforced Compressed Earth Composites 24
Totale 16.592
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Categoria #
all - tutte 53.986
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 53.986
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022891 0 0 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
2025/20263.536 417 321 142 388 368 220 455 71 463 537 101 53
2026/2027354 75 147 132 0 0 0 0 0 0 0 0 0
Totale 16.592