Benvenuti nell'Anagrafe della Ricerca d'Ateneo

LAVORATO, DAVIDE
 Distribuzione geografica
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Continente #
NA - Nord America 6.971
EU - Europa 5.352
AS - Asia 4.189
Continente sconosciuto - Info sul continente non disponibili 354
SA - Sud America 335
AF - Africa 158
OC - Oceania 20
Totale 17.379
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Nazione #
US - Stati Uniti d'America 6.849
CN - Cina 1.906
GB - Regno Unito 1.206
SG - Singapore 1.180
RU - Federazione Russa 1.131
DK - Danimarca 754
IT - Italia 657
DE - Germania 452
VN - Vietnam 399
SE - Svezia 388
BR - Brasile 224
FR - Francia 187
TR - Turchia 125
IE - Irlanda 103
KR - Corea 100
HK - Hong Kong 98
FI - Finlandia 94
IN - India 90
UA - Ucraina 87
CI - Costa d'Avorio 85
CA - Canada 72
AL - Albania 68
JP - Giappone 63
NL - Olanda 47
BD - Bangladesh 40
PL - Polonia 31
RO - Romania 29
AR - Argentina 26
ZA - Sudafrica 26
IQ - Iraq 23
ES - Italia 22
PH - Filippine 22
ID - Indonesia 21
PK - Pakistan 21
BE - Belgio 19
AU - Australia 18
EC - Ecuador 16
MX - Messico 15
SA - Arabia Saudita 15
AT - Austria 14
CO - Colombia 14
MY - Malesia 14
CL - Cile 13
KE - Kenya 12
PE - Perù 11
VE - Venezuela 11
A2 - ???statistics.table.value.countryCode.A2??? 10
CH - Svizzera 10
IR - Iran 10
CR - Costa Rica 9
GR - Grecia 9
BO - Bolivia 8
MA - Marocco 8
SN - Senegal 8
TH - Thailandia 7
UZ - Uzbekistan 7
AE - Emirati Arabi Uniti 6
CZ - Repubblica Ceca 6
PY - Paraguay 6
AZ - Azerbaigian 5
DZ - Algeria 5
EG - Egitto 5
IL - Israele 5
LT - Lituania 5
PT - Portogallo 5
TT - Trinidad e Tobago 5
UY - Uruguay 5
KG - Kirghizistan 4
LV - Lettonia 4
MD - Moldavia 4
AM - Armenia 3
BG - Bulgaria 3
CY - Cipro 3
GT - Guatemala 3
HR - Croazia 3
HU - Ungheria 3
KZ - Kazakistan 3
YE - Yemen 3
EE - Estonia 2
HN - Honduras 2
JM - Giamaica 2
JO - Giordania 2
LA - Repubblica Popolare Democratica del Laos 2
LK - Sri Lanka 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
PA - Panama 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
TN - Tunisia 2
TW - Taiwan 2
VG - Isole Vergini Britanniche 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
Totale 17.014
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Città #
Southend 1.024
Ashburn 913
Singapore 533
Fairfield 511
Woodbridge 439
San Jose 345
Chandler 343
Dearborn 295
Houston 284
Nanjing 270
Beijing 264
Wilmington 262
Seattle 247
Ann Arbor 244
Rome 227
Cambridge 177
Boardman 172
Fremont 148
Dallas 140
Jinan 120
Shenyang 110
Los Angeles 105
New York 104
Dublin 101
Izmir 98
Ho Chi Minh City 96
Seoul 96
Princeton 92
Changsha 90
Nanchang 89
Hong Kong 87
Bremen 80
Plano 79
Council Bluffs 74
Hebei 74
Hanoi 73
Dong Ket 68
Hefei 68
The Dalles 68
Jacksonville 65
Redwood City 65
Tianjin 59
Helsinki 55
Kenmore 54
Moscow 53
Frankfurt am Main 51
Munich 51
Tokyo 51
Shanghai 49
Guangzhou 44
Washington 44
Milan 43
Santa Clara 43
Zhengzhou 40
Jiaxing 39
Hangzhou 38
San Diego 35
Orem 34
São Paulo 34
Nürnberg 33
Chicago 32
London 32
Ningbo 30
Kunming 29
Haikou 28
Portsmouth 28
Lauterbourg 24
Brooklyn 23
Montreal 23
Taizhou 23
Warsaw 23
Da Nang 22
Phoenix 22
Falkenstein 20
Amsterdam 19
Chennai 19
Taiyuan 19
Denver 18
Atlanta 17
Brussels 17
Fuzhou 17
St Petersburg 17
Buffalo 16
Mumbai 16
Redmond 16
Yubileyny 16
Basingstoke 15
Columbus 15
Lanzhou 15
San Francisco 15
Turku 15
Stockholm 14
Naples 13
Baghdad 12
Istanbul 12
Johannesburg 12
Dongguan 11
Toronto 11
Haiphong 10
Leawood 10
Totale 10.336
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Nome #
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 316
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 315
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 312
Asynchronous earthquake strong motion and RC bridges response 296
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 295
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 291
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 279
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 272
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 266
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 256
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 256
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 255
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 253
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 252
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 245
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 243
Prove sperimentali monotone e cicliche su barre di acciaio inox 241
Proposal of a Incremental Modal Pushover Analysis (IMPA) 238
Non Linear Static Analysis: Application of Existing Concrete Building 233
Shear behavior of existing RC T-beams strengthened with CFRP 231
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 224
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 223
Pseudo-dynamic tests on repaired and retrofitted bridge columns 222
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 222
A model for carbon and stainless steel reinforcing bars including inelastic buckling for evaluation of capacity of existing structures 220
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 219
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 217
Interventi di risanamento e/o rinforzo strutturale di pile da ponte circolari in cemento armato con materiali innovativi 214
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 209
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 209
Prove cicliche su cilindri di calcestruzzo autocompattante confinati con FRP. 208
Influence of materials knowledge level on the assessment of the shear strength characteristic value of existing RC beams 208
Degrading bouc-wen model parameters identification under cyclic load 206
Experimental tests on repaired and retrofitted bridge piers 205
Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure 205
Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response and SSI 204
THE INCREMENTAL MODAL PUSHOVER ANALYSIS (IMPA): PROPOSAL AND APPLICATION 204
Pseudo-dynamic tests for seismic analysis of repaired and strengthened r.c. bridges using opensees 201
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 199
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets 198
Seismic duration effect on damping reduction factor using random vibration theory 197
INDAGINE SPERIMENTALE SU TRAVI IN C.A. RINFORZATE A TAGLIO CON FRP 196
Indagine sperimentale su travi in c.a. rinforzate a taglio con FRP. 194
Generation of Non-synchronous Earthquake Signals 193
Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model 191
Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling 191
Experimental Evaluation of Bridge Piers Repaired After Previous Seismic Pseudodynamic Tests 190
Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions 186
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification 185
Seismic response analysis of continuous highway bridges under near-fault ground motions 185
RESPONSE OF CONTINUOUS DECK BRIDGES TO NON SYNCHRONOUS SEISMIC MOTION 183
Shear performance of existing reinforced concrete T-beams strengthened with FRP 179
Influence of polyethylene and stainless steel fibres on compressive and tensile behaviour of high-performance fibre-reinforced cementitious composites 179
Leaning Tower of Pisa: Recent Studies On Dynamic Response and Soil-Structure Interaction 177
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 176
Curved footbridges supported by a shell obtained through thrust network analysis 176
Flexure-shear interaction phenomena in seismic assessment of reinforced concrete frames 176
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 176
Seismic response of repaired bridges by pseudodynamic tests 173
Mechanical properties of HPFRCC reinforced with different types and volumes of fibres 173
Surface generation of asynchronous seismic signals for the seismic response analysis of bridges 168
Ultra-high-performance fibre-reinforced concrete jacket for the repair and the seismic retrofitting of Italian and Chinese RC bridges 163
A probabilistic interpretation of corrosion state through half-cell potential and electrical resistivity measures: The Flaminio Bridge in Rome 161
Seismic damaged Chinese rc bridges repaired and retrofitted by rapid intervention to improve plastic dissipation and shear strength 159
Seismic assessment of corroded concrete bridges using incremental modal pushover analysis 156
Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage 155
null 149
INFLUENCE OF NONLINEAR MODELING ON CAPACITY ASSESSMENT OF RC FRAMED STRUCTURES 149
IMPAβ: Incremental Modal Pushover Analysis for Bridges 149
Seismic behaviour of isolated RC bridges subjected to asynchronous seismic input 148
Prove su tavola vibrante di un modello di ponte integrale inclusa l’interazione terreno-struttura 146
Generation of asynchronous seismic signals considering different knowledge levels for seismic input and soil 142
null 138
null 137
Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model 136
Pseudo-dynamic testing of repaired and retrofitted RC bridges 132
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 131
Seismic responses of regular highway bridges under near-fault ground motions (COMPDYN 2017) 128
Modeling of the mechanical behavior of stainless reinforcing steel 126
Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with ultra-high performance fiber reinforced concrete 121
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE, SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 121
Strain and vibration measurements by FBG sensors for engineering applications 118
Sustainable retrofits on reinforced concrete infrastructures 117
Self-monitoring Precast RC Beams Industrial Production with FBG Sensors for Quality Control and Real-Time Monitoring 107
Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground motions 104
FRP Reinforcement to Retrofit Bridge Pier After Repair: Experimental Test Results 99
Influence of Materials Knowledge Level on the Assessment of the Characteristic Value of the Shear Strength of Existing RC Beams 92
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 78
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 77
The role of overstrength in welded joints for rebar substitution in damaged RC columns 66
Rebar Replacement in Severely Damaged RC Bridge Column Plastic Hinges: Design Criteria and Experimental Investigation 64
Experimental investigation of the shear strength of RC beams extracted from an old structure and strengthened by carbon FRP U-strips 64
Damping reduction factors for vertical acceleration, velocity, and displacement response spectra in Italian seismic regions 51
The greenway for bridge column rehabilitation: a comparison between different techniques based on multi-criteria decision analysis 46
A Study into Aspect Ratio and the Influence of Platen Restraint on the Compressive Strength of Jute Fibre-Reinforced Compressed Earth Composites 43
Totale 17.379
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Categoria #
all - tutte 56.388
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 56.388
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022860 0 0 0 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
2026/20271.141 75 147 416 503 0 0 0 0 0 0 0 0
Totale 17.379