GATTESCO, Natalino
 Distribuzione geografica
Continente #
NA - Nord America 13.748
EU - Europa 10.284
AS - Asia 7.248
SA - Sud America 987
AF - Africa 236
OC - Oceania 28
Continente sconosciuto - Info sul continente non disponibili 14
Totale 32.545
Nazione #
US - Stati Uniti d'America 13.557
IT - Italia 4.102
SG - Singapore 2.383
CN - Cina 1.696
UA - Ucraina 1.113
PL - Polonia 1.075
BR - Brasile 762
HK - Hong Kong 751
SE - Svezia 712
VN - Vietnam 684
FR - Francia 555
KR - Corea 545
DE - Germania 468
FI - Finlandia 459
TR - Turchia 420
GB - Regno Unito 393
RU - Federazione Russa 303
NL - Olanda 275
BD - Bangladesh 225
BG - Bulgaria 217
IE - Irlanda 214
IN - India 122
CA - Canada 98
AR - Argentina 83
CH - Svizzera 69
SN - Senegal 68
BE - Belgio 57
MA - Marocco 54
MX - Messico 50
ID - Indonesia 49
JP - Giappone 47
PT - Portogallo 45
AT - Austria 42
ZA - Sudafrica 42
IQ - Iraq 39
IR - Iran 38
PK - Pakistan 32
ES - Italia 31
GR - Grecia 31
EC - Ecuador 28
CO - Colombia 27
PH - Filippine 24
CL - Cile 22
HR - Croazia 22
IL - Israele 22
UZ - Uzbekistan 22
MY - Malesia 21
PE - Perù 21
EG - Egitto 19
RO - Romania 19
VE - Venezuela 19
LB - Libano 17
AU - Australia 15
SA - Arabia Saudita 14
AE - Emirati Arabi Uniti 13
EU - Europa 13
NZ - Nuova Zelanda 13
PY - Paraguay 12
DZ - Algeria 11
KE - Kenya 11
SI - Slovenia 11
BY - Bielorussia 10
CZ - Repubblica Ceca 10
JM - Giamaica 10
NP - Nepal 10
TH - Thailandia 10
JO - Giordania 9
TW - Taiwan 9
BO - Bolivia 8
KZ - Kazakistan 8
RS - Serbia 8
LT - Lituania 7
TN - Tunisia 7
AL - Albania 6
AZ - Azerbaigian 6
DO - Repubblica Dominicana 6
AM - Armenia 5
EE - Estonia 5
ET - Etiopia 5
HN - Honduras 5
OM - Oman 5
PA - Panama 5
UY - Uruguay 5
AO - Angola 4
CR - Costa Rica 4
LU - Lussemburgo 4
NO - Norvegia 4
BH - Bahrain 3
CI - Costa d'Avorio 3
DK - Danimarca 3
GA - Gabon 3
GT - Guatemala 3
KG - Kirghizistan 3
KH - Cambogia 3
LK - Sri Lanka 3
SK - Slovacchia (Repubblica Slovacca) 3
BA - Bosnia-Erzegovina 2
BB - Barbados 2
CG - Congo 2
CU - Cuba 2
Totale 32.512
Città #
Singapore 1.384
Ashburn 1.237
Woodbridge 1.139
Ann Arbor 1.108
Jacksonville 1.011
Warsaw 866
Fairfield 852
Houston 831
San Jose 741
Hong Kong 729
Chandler 694
Wilmington 554
Seoul 532
Seattle 391
Trieste 388
Hefei 367
Princeton 361
Izmir 357
Beijing 348
Boardman 305
Cambridge 271
Chicago 269
Dallas 266
Milan 223
Ho Chi Minh City 219
Sofia 214
Dublin 210
Columbus 197
Lauterbourg 196
Zgierz 190
Rome 170
Los Angeles 161
Santa Clara 154
Hanoi 149
Moscow 143
The Dalles 136
Dearborn 122
Helsinki 120
Buffalo 115
New York 110
Napoli 82
São Paulo 82
Bologna 75
Munich 74
Dakar 68
London 66
Padova 66
Frankfurt am Main 65
San Diego 65
Council Bluffs 61
Düsseldorf 54
Naples 53
Florence 50
Redwood City 50
Verona 48
Brussels 47
Jinan 46
Udine 46
Bern 43
Casablanca 39
Orem 38
Haiphong 37
Phoenix 37
Brescia 36
Des Moines 35
Nanjing 34
Amsterdam 32
Tokyo 32
Da Nang 31
Guangzhou 31
Tianjin 30
Toronto 30
Norwalk 29
Turin 29
Vienna 29
Washington 29
Brooklyn 28
Shanghai 28
Falls Church 27
Atlanta 26
Chennai 26
Venice 26
Redondo Beach 25
Montreal 24
Redmond 24
Rio de Janeiro 23
Zhengzhou 23
Bergamo 22
Trento 22
Venezia 22
Belo Horizonte 21
Palermo 21
San Francisco 21
Ferrara 20
Johannesburg 20
Kensington 20
Mestre 20
Shenyang 20
Zurich 19
Changsha 17
Totale 20.074
Nome #
CNR-DT 206 R1/2018 - Istruzioni per la Progettazione, l'Esecuzione ed il Controllo delle Strutture di Legno 623
Il rinforzo di murature esistenti con intonaco e rete in GFRP 535
Ridistribuzione dei momenti nelle travi continue in calcestruzzo ad alta resistenza armato e precompresso 359
Le prove penetrometriche per la stima della risposta meccanica delle malte nelle murature degli edifici. 343
Numerical study on the reduction of the seismic vulnerability of historical industrial buildings with wide timber roofs 323
Out-of-plane behavior of reinforced masonry walls: Experimental and numerical study 318
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 317
Acquiring, Modeling and Testing Freeform Sculptures. A Sculpture by Simon Benetton at the Campus of the University of Trieste. 298
A TOOL FOR NON-LINEAR DYNAMIC INVESTIGATION OF URM STRUCTURES 296
Masonry vaults subjected to horizontal loads: Experimental and numerical investigations to evaluate the effectiveness of a GFRM reinforcement 295
Rinforzo di solai in legno con piatti di acciaio per interventi su edifici in muratura. 289
Analisi ciclica di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 289
Efficacia di una tecnica di rinforzo per murature con intonaco e rete in GFRP 287
Characterization tests of GFRM coating as a strengthening technique for masonry buildings 287
A Numerical Study on Multiple Bolted Connections through Glass Pultruded Members 286
Masonry vaults strengthened with a GFRP reinforced mortar coating: evaluation of the resisting peak ground acceleration 283
Diagonal compression tests on masonry walls strengthened with a GFRP mesh reinforced mortar coating 270
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour 270
Strengthening Effectiveness of Ancient Masonry Bridges 267
Stima della vulnerabilità sismica delle strutture in c.a. mediante procedura semplificata 258
Behaviour of Existing Masonry Strengthened with a GFRP Reinforced Mortar Coating 257
A GFRP mesh strengthening technique applied to ancient masonry walls 243
Analisi diagnostica e valutazione delle criticità strutturali di edifici monumentali soggetti ad eccitazione sismica 240
Considerazioni sui calcoli di instabilità dei pilastri in cemento armato 236
Analysis of Composite Structures 236
Experimental behaviour of non-structural masonry vaults reinforced through fibre-reinforced mortar coating and subjected to cyclic horizontal loads 232
Experimental and analytical study to evaluate the effectiveness of an in-plane reinforcement for masonry walls using GFRP meshes 230
Decision-making supports for seismic risk mitigation of schools at a regional scale: the ASSESS project 227
Experimental investigation on the behaviour of glued-in rod joints in timber beams subjected to monotonic and cyclic loading 222
Cyclic analysis of stone masonry wall strengthened with a GFRP grid-reinforced mortar coating 220
Experimental behavior of masonry vaults strengthened with thin extradoxal or intradoxal layer of fiber reinforced lime mortar 219
Procedura per la valutazione della vulnerabilità sismica degli edifici scolastici in c.a 218
Sperimentazione su murature faccia a vista rinforzate con reticolo di trefoli metallici inseriti nei giunti e intonaco con rete in GFRP 216
Numerical procedure for the assessment of seismic vulnerability of masonry buildings 213
Shear resistance of spandrels in brick-masonry buildings 213
Experimental and numerical study on the shear behavior of stone masonry walls strengthened with GFRP reinforced mortar coating and steel-cord reinforced repointing 209
In-plane stiffening techniques with nail plates or CFRP strips for timber floors in historical masonry buildings 208
Comparison of in-plane mechanical performances of masonry walls strengthened with different mortar coatings reinforced with glass or carbon fiber composite meshes 208
Intervento sui solai lignei per l'adeguamento sismico di edifici storici con tecniche caratterizzate da elevata reversibilità. 205
Stress distribution among sheathing-to-frame nails of timber shear walls related to different base connections: Experimental tests and numerical modelling 202
Analytical Modeling of the Nonlinear Behavior of Composite Beams with Deformable Connection 200
Seismic enhancement of masonry buildings strengthened through GFRP reinforced mortar coating 200
A Strategy for the seismic vulnerability assess of heritage architecture 199
A strengthening technique for existing masonry based on FRP mesh reinforced mortar coating. Influence of the strength of the mortar 198
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced masonry spandrels 196
Pushdown tests on masonry infilled frames for assessment of building robustness 196
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization. 196
Impiego di reti in GFRP per il rinforzo di murature esistenti 191
Experimental and numerical study on the bending performances of glass FRP gratings: influence of restraining conditions and cover plates 191
NONLINEAR SIMULATION OF MASONRY VAULTS UNDER EARTHQUAKE LOADING 191
Numerical simulation of the seismic response of timber frame multi-storey buildings 189
High reversibility technique for in-plane stiffening of wooden floors. 187
Analysis of Steel and Concrete Composite Beams under Repeated loads 187
Structural performance of spandrels in stone masonry buildings 185
Studio numerico-sperimentale di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 185
Numerical Simulation of the Out-of-Plane Performance of Masonry Walls Strengthened with a GFRP Reinforced Mortar 185
Experimental investigation on the seismic behavior of timber shear walls with particle boards 184
Analytical simplified procedure for the evaluation of the RC buildings 184
Shear Transfer Between Concrete Members and Stone Masonry Walls Through Driven Dowels 183
Effectiveness of a strengthening technique for masonry spandrels based on CFRP strips 183
Moment Redistribution in Steel-Concrete Composite Beams at Ultimate Limit State 183
Comportamento meccanico di solai di edifici storici realizzati con profilati in acciaio e voltine in mattoni 182
Analisi limite di strutture intelaiate in cemento armato 181
A penetration test to study the mechanical response of mortar in ancient masonrty buildings 180
Experimental tests for the characterization of sisal fiber-reinforced cementitious matrix for strengthening masonry structures 179
Vulnerabilità sismica degli edifici dell'archeologia industriale: una strategia d’intervento a limitata invasività 179
Assessment of seismic capacity increase of masonry buildings strengthened through the application of GFRP coating on the walls 178
A Test Proposal for Fatigue Experimental Studies on Stud Shear Connectors 176
La verifica a fatica negli impalcati da ponte a sezione composta di acciaio e calcestruzzo. 174
Flexural strengthening and stiffening of ancient wooden floors: a new technique 174
SEISMIC BEHAVIOUR OF POST-AND-BEAM TIMBER BUILDINGS BRACED BY TIMBER SHEAR WALLS 173
Analysis of the behavior of nailed timber frame shear walls through experimental tests and numerical simulations 172
Experimental response of brick-masonry spandrels under in-plane cyclic loading 172
Out-of-plane behaviour of masonry walls strengthened with a GFRP reinforced mortar coating 170
The ASSESS project: assessment for seismic risk reduction of school buildings in the Friuli Venezia Giulia region (NE Italy) 169
Analysis of the Cyclic Behavior of Shear Connections in Steel-Concrete Composite Bridge Beams due to Moving Loads 168
Seismic performances and behavior factor of post-and-beam timber buildings braced with nailed shear walls 167
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced mansonry structures 166
Experimental investigation on the behavior of spandrels in ancient masonry buildings 165
Moment Redistribution in Continuous Steel-Concrete Composite Beams with Compact Cross Section 160
Ridistribuzione dei momenti nelle travi continue in calcestruzzo ad alta resistenza armato e precompresso 160
Studio numerico sulla resistenza a flessione fuori piano di murature rinforzate mediante intonaco armato con rete in GFRP 160
Indagine sperimentale su pareti di controvento in legno realizzate con pannelli in OSB o in gesso rinforzato con fibre. 158
Strengthening of masonry vaults through a thin extradoxal layer of fiber reinforced lime mortar 158
Structural performance of old composite floors made up of wrought iron joists and masonry vaults 156
Review of experimental tests and numerical study on masonry vaults reinforced through fiber-reinforced mortar coating 155
Rehabilitation of Masonry Buildings with Fibre Reinforced Mortar: Practical Design Considerations Concerning Seismic Resistance 152
A new method of seismic strengthening stone masonry with CRM coatings on one side 151
Strength and Local Deformability of the Wood beneath Bolted Connectors 150
Moment redistribution limits for steel-concrete composite beams accounting for ULS and SLS requirements 150
Criteri per la definizione delle priorità di intervento su edifici scolastici costruiti o adeguati prima dell'entrata in vigore delle NTC 2008 149
ASSESS to reduce the risk of school buildings at regional level 149
Metodologia per la stima della resistenza sismica degli edifici esistenti in muratura 148
Analisi non Lineare di Travi da Ponte a Struttura Mista di Acciaio e Calcestruzzo Sottoposte a Carichi Viaggianti. 147
Seismic performance of existing masonry buildings strengthened by applying GFRP fiber reinforced lime mortar on both faces of the walls 147
Strutture Composte - Nuove costruzioni, recupero, ponti. 146
Criteri per la definizione delle priorità di intervento su edifici scolastici costruiti o adeguati prima dell’entrata in vigore delle NTC 2008” 145
Parametric study on the seismic behavior of masonry vaults strengthened with composite reinforced mortar. 142
Pushover analysis based on equivalent diagonal springs for the assessment of the seismic safety of post-and-beam timber buildings braced with nailed shear walls 141
Volte in legno lamellare a nervature incrociate: sperimentazione sui giunti nodali. 140
Totale 21.229
Categoria #
all - tutte 96.062
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 96.062


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021302 0 0 0 0 0 0 0 0 0 0 0 302
2021/20222.457 73 218 91 294 90 142 100 138 287 227 201 596
2022/20232.579 218 313 204 267 294 496 57 186 266 63 152 63
2023/20241.915 133 112 107 119 146 157 145 652 36 60 146 102
2024/20253.588 94 120 138 345 464 366 195 226 477 464 281 418
2025/20269.734 664 504 894 945 807 908 1.377 396 1.047 1.312 506 374
Totale 33.270