CRIS Current Research Information System

BURATTI, NICOLA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
EU - Europa 4.093
NA - Nord America 3.312
AS - Asia 1.798
AF - Africa 298
SA - Sud America 30
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 4
Totale 9.550
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.293
IT - Italia 1.044
DE - Germania 1.034
GB - Regno Unito 870
CN - Cina 801
SG - Singapore 428
IN - India 245
UA - Ucraina 208
SE - Svezia 186
IE - Irlanda 167
FR - Francia 149
TG - Togo 148
RU - Federazione Russa 121
VN - Vietnam 115
ZA - Sudafrica 76
EE - Estonia 71
CI - Costa d'Avorio 56
JO - Giordania 49
BG - Bulgaria 41
HK - Hong Kong 41
ES - Italia 39
AT - Austria 37
IR - Iran 34
BE - Belgio 30
JP - Giappone 26
CA - Canada 18
TR - Turchia 18
FI - Finlandia 16
SC - Seychelles 15
GR - Grecia 13
PK - Pakistan 13
BR - Brasile 12
CH - Svizzera 11
HR - Croazia 11
NL - Olanda 11
AU - Australia 10
CL - Cile 9
PL - Polonia 9
SI - Slovenia 6
KR - Corea 5
LB - Libano 5
NZ - Nuova Zelanda 5
PH - Filippine 5
PE - Perù 4
RO - Romania 4
AE - Emirati Arabi Uniti 3
AR - Argentina 3
DK - Danimarca 3
EU - Europa 3
PT - Portogallo 3
SY - Repubblica araba siriana 3
UZ - Uzbekistan 3
LV - Lettonia 2
MD - Moldavia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
CO - Colombia 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DZ - Algeria 1
EG - Egitto 1
FK - Isole Falkland (Malvinas) 1
IL - Israele 1
KH - Cambogia 1
NO - Norvegia 1
NP - Nepal 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
TW - Taiwan 1
Totale 9.550
Salva come PNG Salva come JPEG
Città #
Southend 782
Frankfurt am Main 575
Singapore 378
Chandler 314
Ann Arbor 271
Princeton 235
Ashburn 234
Fairfield 203
Bologna 193
Dublin 167
Wilmington 159
Lomé 148
Jacksonville 132
Houston 114
Nanjing 102
Jinan 95
Medford 91
Woodbridge 90
Westminster 89
Seattle 83
Padova 81
Berlin 78
Dong Ket 78
Cambridge 73
Santa Clara 65
Abidjan 56
Beijing 52
Saint Petersburg 52
Shenyang 52
Amman 49
Dearborn 42
Sofia 41
Rome 39
Mülheim 37
Milan 36
Turin 36
Changsha 34
Redmond 34
Tianjin 32
Vienna 32
Redwood City 31
Shanghai 29
Des Moines 28
Haikou 27
Hyderabad 26
Nanchang 26
Forlì 24
Zhengzhou 24
Hebei 23
Hangzhou 21
San Diego 20
Boardman 18
Brussels 18
Ningbo 18
San Francisco 17
Wayne 17
Chicago 16
Jiaxing 16
Modena 16
Parma 16
Mahé 15
Naples 14
New York 14
Olalla 14
Dadu 13
Falls Church 13
Fucecchio 13
Guangzhou 13
Helsinki 13
Taiyuan 13
Bagnacavallo 12
Kunming 12
Norwalk 12
Paris 12
Reggio Emilia 11
Taizhou 11
Lanzhou 10
London 10
San Pietro in Casale 10
San Venanzo 10
Tottori-shi 10
Verona 10
Brescia 9
Cesena 9
Torre Del Greco 9
Vicenza 9
Bühl 8
Campinas 8
Fuzhou 8
Noisy-le-sec 8
Ravenna 8
Roggiano Gravina 8
Sinaai 8
Toronto 8
Valencia 8
Wuhan 8
Costa Mesa 7
Los Angeles 7
Serralunga di Crea 7
Tallahassee 7
Totale 6.294
Salva come PNG Salva come JPEG
Nome #
Behavior factor of concrete portal frames with dissipative devices based on carbon-wrapped steel tubes 169
A Fuzzy-Sets Based Approach for Modelling Uncertainties in Quantitative Risk Assessment of Industrial Plants Under Seismic Actions 160
Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes 150
Creep testing methodologies and results interpretation 144
Response Surface with random factors for seismic fragility of reinforced concrete frames 143
Observational Seismic Fragility Curves for Steel Cylindrical Tanks 139
Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake 129
Seismic Risk Assessment of R/C Structures Through Response Surface Method 128
Curve di Fragilità Empiriche Relative agli Edifici Industriali Colpiti dalla Sequenza Sismica del 2012 in Emilia 127
Lattice discrete particle modeling of fiber reinforced concrete: Experiments and simulations 125
Observational Seismic Fragility Curves For Atmospheric On-Grade Steel Storage Tanks Based On Damage States In Terms Of Structural Performance And Release Of Content 122
Concrete crack reduction in tunnel linings by steel fibre-reinforced concretes 121
Seismic fragility of existing RC structures by Response Surface Method 120
Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes 117
Teaching safety and sustainability issues in civil engineering master courses 113
Development of a pre-and post-processor for opensees for the seismic-design of dual system structures 110
Terremoto dell’Emilia - danni ad edifici produttivi a struttura prefabbricata 108
Dynamic buckling and seismic fragility of anchored steel tanks by the added mass method 106
Connessioni dissipative per strutture prefabbricate: il sistema Sismocell 106
Long-term behaviour of cracked SFRC beams exposed to aggressive environment 105
Response surface with random factors for seismic fragility of RC frames 105
Steel fibre reinforced concrete for crak control of tunnel linings 102
COMPORTAMENTO SISMICO DI NODI GETTATI IN OPERA FRA FONDAZIONE E PILASTRI PREFABBRICATI 102
New sustainable binders based on waste valorization for civil engineering applications 101
Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macro-synthetic fibres 100
Confronto tra le performance di diverse misure di intensità dello scuotimento sismico 99
Stima di curve di fragilità sismica per strutture prefabbricate in c.a. sulla base di dati osservazionali sul danneggiamento prodotto dal terremoto dell’Emilia 99
Concrete crack reduction in tunnel linings by SFRC 98
Quantitative Risk Assessment of an Industrial Plant Under Seismic Action 95
Artificial Nonstationary Accelerograms with Natural Variability 95
Earthquake Accelerogram Selection and Scaling Procedures for Estimating the Distribution of Drift Response 95
A comparison of the performances of various ground–motion intensity measures 93
Structural and material properties of Mini notched Round Determinate Panels 93
Evaluation of fibre-reinforced concrete fracture energy through tests on notched round determinate panels with different diameters 91
Long-term behaviour of steel- and macrosynthetic-fibre reinforced concrete beams 90
Danneggiamento e crolli negli edifici prefabbricati a seguito dell terremoto dell'Emilia 89
An experimental and numerical study on the long-term behaviour of cracked fibre-reinforced self-compacting concrete beams 89
Experimental tests on the long-term behaviour of SFRC and MSFRC in bending and direct tension 89
Confronto della tenacità di calcestruzzi rinforzati con fibre polimeriche e metalliche 88
Experimental Investigation on the Influence of Temperature Variations on Macro-synthetic Fibre Reinforced Concrete Short and Long Term Behaviour 87
EFFECT OF FIBER DOSAGE AND MATRIX COMPRESSIVE STRENGTH ON MSFRC PERFORMANCE 86
Seismic fragility of RC frame structures using response surfaces with random block effects. 85
Comportamento per carichi di lunga durata di FRC normali e autocompattanti 85
SEISMIC BEHAVOIUR OF GROUTED SLEEVE CONNECTIONS BETWEEN FOUNDATIONS AND PRECAST COLUMNS 84
Creep of Macro Synthetic Fibre Reinforced Concrete: Experimental Results and Numerical Model Calibration 84
Experimental tests on the effect of temperature on the long-term behaviour of macrosynthetic Fibre Reinforced Concretes 83
Crack control of tunnel linings using steel fibres 82
Recorded and Simulated Ground Motion Time Histories for Seismic Fragility Analysis of RC Structures by Incremental Dynamic Analysis 81
CONSIDERATIONS ABOUT NON LINEAR STATIC ANALYSIS OF A REINFORCED CONCRETE FRAME RETROFITTED WITH FRP 81
Studio del comportamento di calcestruzzi rinforzati mediante fibre metalliche e polimeriche 80
null 80
Short-and long-term properties of concretes with secondary raw materials 80
High performance concretes with secondary raw materials - Calcestruzzi ad altissime prestazioni contenenti materie prime seconde 79
Quantitative Risk Assessment of accidents induced by seismic events in industrial sites 77
Generation of artificial nonstationary accelerograms with natural variability 77
Experimental tests on post-tensioned rocking concrete walls with end columns and steel dissipative devices 77
A lattice discrete particle model to simulate the viscoelastic behaviour of macro – synthetic fibre reinforced concrete 77
Effetto del tipo di fibre sul comportamento fessurato di prismi in calcestruzzo inflessi 76
Energy absorption tests on fibre-reinforced-shotcrete round and square panels 75
Analysis of the RRT Results 75
Damages and collapses in industrial precast buildings after the Emilia earthquake 74
Valutazione dei criteri di selezione per accelerogrammi basati sulla spettrocompatibilità per l’analisi non lineare 72
Analysis of code-based ground-motion selection procedures in terms of inelastic interstorey drift demands 72
Fragility analysis of masonry structural units by Response Surface method 72
Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy) 71
Effects of data uncertainty on quantitative risk assessment of an industrial plant under seismic actions 71
Notched mini round determinate panel test to calculate tensile strength and fracture energy of fibre reinforced Cement-Stabilised Rammed Earth 69
Non linear dynamic analysis of a reinforced concrete frame retrofitted with FRP 69
VALUTAZIONE DEL FATTORE DI STRUTTURA DI EDIFICI PREFABBRICATI ESISTENTI COMPLETATI CON UN SISTEMA DI CONNESSIONE DISSIPATIVA NEI NODI 68
General Procedure of Creep Test 68
Experimental analysis of time dependent phenomena and temperature effects on macro-synthetic fibre reinforced concretes in different loading conditions 68
Long–term behavior of cracked SFRC elements exposed to chloride solutions 67
Introduction and Background 67
Non-stationary Artificial Accelerograms for Nonlinear Analysis of R.C. Frame Structures 65
Long term behaviour of self compacting fibre-reinforced concrete beams 65
TEMPERATURE EFFECT ON THE LONG TERM BEHAVIOUR OF MACRO–SYNTHETIC– AND STEEL–FIBRE REINFORCED CONCRETE 65
Reliability of r.c. structures against seismic action: response surface approach 65
TEMPERATURE AND LOADING LEVEL EFFECT ON THE LONG-TERM BEHAVIOUR OF MSFRC AND SFRC 65
Observational fragility models for masonry buildings using damage data from the 2012 Emilia earthquakes 65
Development of a framwork for the quantitative risk assessment of risk related to Na-Tech accidents induced by seismic events 64
Uniaxial tension tests on macrosynthetic fibre reinforced concretes 64
The "Emilia" earthquake: an overview of damages and collapses in industrial precast buildings 63
Equipment and Procedure Description 63
DETECT-AGING blind prediction contest: a benchmark for structural health monitoring of masonry buildings 61
Empirical seismic fragility of different typologies of precast RC industrial buildings 61
Statements and Conclusions 61
Discrete lattice model for fiber reinforced concrete modeling 59
Macro synthetic fibre reinforced concrete: Influence of the matrix mix design on interfacial bond behavior 59
Calibration of the viscoelastic behavior of polypropylene fiber reinforced concrete with the extended Lattice Discrete Particle Model approach 59
Seismic fragility assessment of unreinforced masonry aggregate buildings in row 58
MESO-STRUCTURAL MODELLING OF FIBRE REINFORCED CONCRETE 57
EFFECTIVENESS OF A DISSIPATIVE BEAM-COLUMN CONNECTION BASED ON CARBON-WRAPPED STEEL TUBES 57
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake 56
Experimental Study on the Long-Term Behaviour of Cracked Steel- and Synthetic-Fibre Reinforced Concrete Beams 56
Evaluation of the variability contribution due to epistemic uncertainty on constitutive models in the definition of fragility curves of RC frames 56
Modelli osservazionali di fragilità sismica per serbatoi di stoccaggio 55
Experimental and numerical behaviour of dissipative devices based on carbon-wrapped steel tubes for the retrofitting of existing precast RC structures 55
Long-term behaviour of fibre-reinforced self-compacting concrete beams 54
Identification of Constitutive Relationships for Fibre Reinforced Concretes by Inverse Analysis 54
SEISMIC RETROFIT OF EXISTING PRECAST RC BUILDINGS WITH DISSIPATIVE DEVICES BASED ON CARBON WRAPPED STEEL TUBES 54
Totale 8.570
Salva come PNG Salva come JPEG
Categoria #
all - tutte 27.436
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 27.436
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.052 0 0 0 69 78 125 131 169 226 72 60 122
2020/20211.242 260 46 24 44 43 221 29 94 157 60 51 213
2021/20221.699 134 96 80 80 158 118 46 186 92 37 269 403
2022/20232.004 166 256 95 210 164 109 159 97 393 52 205 98
2023/20241.048 40 135 63 84 148 99 84 54 80 55 36 170
2024/20251.432 311 575 398 148 0 0 0 0 0 0 0 0
Totale 9.789