ArTS Archivio della ricerca di Trieste

GATTESCO, Natalino
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 13.162
EU - Europa 10.064
AS - Asia 7.061
SA - Sud America 987
AF - Africa 236
OC - Oceania 28
Continente sconosciuto - Info sul continente non disponibili 14
Totale 31.552
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 12.996
IT - Italia 3.910
SG - Singapore 2.380
CN - Cina 1.684
UA - Ucraina 1.113
PL - Polonia 1.075
BR - Brasile 762
HK - Hong Kong 746
SE - Svezia 712
VN - Vietnam 684
FR - Francia 555
KR - Corea 545
DE - Germania 460
FI - Finlandia 459
TR - Turchia 419
GB - Regno Unito 389
RU - Federazione Russa 303
NL - Olanda 266
BG - Bulgaria 216
IE - Irlanda 214
IN - India 121
AR - Argentina 83
CA - Canada 83
CH - Svizzera 69
SN - Senegal 68
BD - Bangladesh 60
MA - Marocco 54
BE - Belgio 53
ID - Indonesia 49
JP - Giappone 47
MX - Messico 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
IL - Israele 22
UZ - Uzbekistan 22
MY - Malesia 21
PE - Perù 21
HR - Croazia 20
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
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
JM - Giamaica 5
OM - Oman 5
PA - Panama 5
UY - Uruguay 5
AO - Angola 4
LU - Lussemburgo 4
NO - Norvegia 4
BH - Bahrain 3
CI - Costa d'Avorio 3
CR - Costa Rica 3
DK - Danimarca 3
GA - Gabon 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
GT - Guatemala 2
Totale 31.519
Salva come PNG Salva come JPEG
Città #
Singapore 1.381
Woodbridge 1.139
Ashburn 1.135
Ann Arbor 1.108
Jacksonville 1.008
Warsaw 866
Fairfield 852
Houston 829
Hong Kong 724
Chandler 694
San Jose 654
Wilmington 554
Seoul 532
Seattle 388
Trieste 386
Hefei 366
Princeton 361
Izmir 357
Beijing 344
Boardman 305
Cambridge 271
Chicago 263
Dallas 253
Ho Chi Minh City 219
Sofia 214
Dublin 209
Columbus 196
Lauterbourg 196
Zgierz 190
Milan 188
Rome 160
Hanoi 149
Moscow 143
Santa Clara 142
Los Angeles 139
The Dalles 136
Dearborn 122
Helsinki 120
Buffalo 105
Napoli 82
São Paulo 82
New York 71
Bologna 69
Dakar 68
Munich 68
Padova 66
Frankfurt am Main 65
London 64
San Diego 64
Düsseldorf 54
Florence 50
Redwood City 50
Verona 48
Brussels 47
Jinan 46
Naples 46
Udine 46
Bern 43
Casablanca 39
Council Bluffs 37
Haiphong 37
Orem 36
Des Moines 35
Brescia 34
Nanjing 34
Phoenix 32
Tokyo 32
Amsterdam 31
Da Nang 31
Guangzhou 31
Tianjin 30
Norwalk 29
Vienna 29
Shanghai 28
Falls Church 27
Turin 27
Washington 27
Chennai 25
Redondo Beach 25
Redmond 24
Toronto 24
Venice 24
Rio de Janeiro 23
Zhengzhou 23
Bergamo 22
Brooklyn 22
Montreal 22
Trento 22
Venezia 22
Belo Horizonte 21
Ferrara 20
Johannesburg 20
Kensington 20
Mestre 20
Shenyang 20
Atlanta 19
Zurich 19
Changsha 17
San Francisco 17
Tashkent 17
Totale 19.621
Salva come PNG Salva come JPEG
Nome #
CNR-DT 206 R1/2018 - Istruzioni per la Progettazione, l'Esecuzione ed il Controllo delle Strutture di Legno 575
Il rinforzo di murature esistenti con intonaco e rete in GFRP 530
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. 342
Numerical study on the reduction of the seismic vulnerability of historical industrial buildings with wide timber roofs 319
Glass fabric reinforced cementitious matrix: Tensile properties and bond performance on masonry substrate 308
Out-of-plane behavior of reinforced masonry walls: Experimental and numerical study 299
Acquiring, Modeling and Testing Freeform Sculptures. A Sculpture by Simon Benetton at the Campus of the University of Trieste. 290
Masonry vaults subjected to horizontal loads: Experimental and numerical investigations to evaluate the effectiveness of a GFRM reinforcement 290
A TOOL FOR NON-LINEAR DYNAMIC INVESTIGATION OF URM STRUCTURES 289
Analisi ciclica di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 288
Rinforzo di solai in legno con piatti di acciaio per interventi su edifici in muratura. 285
Masonry vaults strengthened with a GFRP reinforced mortar coating: evaluation of the resisting peak ground acceleration 282
A Numerical Study on Multiple Bolted Connections through Glass Pultruded Members 281
Characterization tests of GFRM coating as a strengthening technique for masonry buildings 274
Efficacia di una tecnica di rinforzo per murature con intonaco e rete in GFRP 267
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour 266
Diagonal compression tests on masonry walls strengthened with a GFRP mesh reinforced mortar coating 264
Strengthening Effectiveness of Ancient Masonry Bridges 262
Stima della vulnerabilità sismica delle strutture in c.a. mediante procedura semplificata 256
Behaviour of Existing Masonry Strengthened with a GFRP Reinforced Mortar Coating 255
A GFRP mesh strengthening technique applied to ancient masonry walls 241
Considerazioni sui calcoli di instabilità dei pilastri in cemento armato 235
Experimental behaviour of non-structural masonry vaults reinforced through fibre-reinforced mortar coating and subjected to cyclic horizontal loads 228
Decision-making supports for seismic risk mitigation of schools at a regional scale: the ASSESS project 225
Experimental and analytical study to evaluate the effectiveness of an in-plane reinforcement for masonry walls using GFRP meshes 222
Analysis of Composite Structures 221
Cyclic analysis of stone masonry wall strengthened with a GFRP grid-reinforced mortar coating 217
Experimental behavior of masonry vaults strengthened with thin extradoxal or intradoxal layer of fiber reinforced lime mortar 217
Sperimentazione su murature faccia a vista rinforzate con reticolo di trefoli metallici inseriti nei giunti e intonaco con rete in GFRP 216
Experimental investigation on the behaviour of glued-in rod joints in timber beams subjected to monotonic and cyclic loading 213
Shear resistance of spandrels in brick-masonry buildings 211
Numerical procedure for the assessment of seismic vulnerability of masonry buildings 210
Procedura per la valutazione della vulnerabilità sismica degli edifici scolastici in c.a 209
Comparison of in-plane mechanical performances of masonry walls strengthened with different mortar coatings reinforced with glass or carbon fiber composite meshes 205
Intervento sui solai lignei per l'adeguamento sismico di edifici storici con tecniche caratterizzate da elevata reversibilità. 202
Experimental and numerical study on the shear behavior of stone masonry walls strengthened with GFRP reinforced mortar coating and steel-cord reinforced repointing 201
Seismic enhancement of masonry buildings strengthened through GFRP reinforced mortar coating 200
Stress distribution among sheathing-to-frame nails of timber shear walls related to different base connections: Experimental tests and numerical modelling 200
Analytical Modeling of the Nonlinear Behavior of Composite Beams with Deformable Connection 199
A Strategy for the seismic vulnerability assess of heritage architecture 197
In-plane stiffening techniques with nail plates or CFRP strips for timber floors in historical masonry buildings 197
A strengthening technique for existing masonry based on FRP mesh reinforced mortar coating. Influence of the strength of the mortar 197
Analisi diagnostica e valutazione delle criticità strutturali di edifici monumentali soggetti ad eccitazione sismica 197
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced masonry spandrels 193
Pushdown tests on masonry infilled frames for assessment of building robustness 191
Analysis of Steel and Concrete Composite Beams under Repeated loads 187
Experimental and numerical study on the bending performances of glass FRP gratings: influence of restraining conditions and cover plates 186
Numerical simulation of the seismic response of timber frame multi-storey buildings 185
Studio numerico-sperimentale di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 185
Structural performance of spandrels in stone masonry buildings 183
Numerical Simulation of the Out-of-Plane Performance of Masonry Walls Strengthened with a GFRP Reinforced Mortar 183
Analytical simplified procedure for the evaluation of the RC buildings 182
Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization. 182
High reversibility technique for in-plane stiffening of wooden floors. 181
Effectiveness of a strengthening technique for masonry spandrels based on CFRP strips 181
Analisi limite di strutture intelaiate in cemento armato 180
Moment Redistribution in Steel-Concrete Composite Beams at Ultimate Limit State 180
NONLINEAR SIMULATION OF MASONRY VAULTS UNDER EARTHQUAKE LOADING 180
Impiego di reti in GFRP per il rinforzo di murature esistenti 179
Experimental investigation on the seismic behavior of timber shear walls with particle boards 178
Shear Transfer Between Concrete Members and Stone Masonry Walls Through Driven Dowels 176
A penetration test to study the mechanical response of mortar in ancient masonrty buildings 176
Comportamento meccanico di solai di edifici storici realizzati con profilati in acciaio e voltine in mattoni 175
Experimental tests for the characterization of sisal fiber-reinforced cementitious matrix for strengthening masonry structures 175
A Test Proposal for Fatigue Experimental Studies on Stud Shear Connectors 174
Assessment of seismic capacity increase of masonry buildings strengthened through the application of GFRP coating on the walls 174
Flexural strengthening and stiffening of ancient wooden floors: a new technique 171
SEISMIC BEHAVIOUR OF POST-AND-BEAM TIMBER BUILDINGS BRACED BY TIMBER SHEAR WALLS 170
Analysis of the behavior of nailed timber frame shear walls through experimental tests and numerical simulations 170
La verifica a fatica negli impalcati da ponte a sezione composta di acciaio e calcestruzzo. 168
Seismic performances and behavior factor of post-and-beam timber buildings braced with nailed shear walls 166
The ASSESS project: assessment for seismic risk reduction of school buildings in the Friuli Venezia Giulia region (NE Italy) 166
Out-of-plane behaviour of masonry walls strengthened with a GFRP reinforced mortar coating 165
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced mansonry structures 165
Experimental response of brick-masonry spandrels under in-plane cyclic loading 165
Analysis of the Cyclic Behavior of Shear Connections in Steel-Concrete Composite Bridge Beams due to Moving Loads 164
Experimental investigation on the behavior of spandrels in ancient masonry buildings 163
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 158
Indagine sperimentale su pareti di controvento in legno realizzate con pannelli in OSB o in gesso rinforzato con fibre. 157
Moment Redistribution in Continuous Steel-Concrete Composite Beams with Compact Cross Section 157
Strengthening of masonry vaults through a thin extradoxal layer of fiber reinforced lime mortar 156
Structural performance of old composite floors made up of wrought iron joists and masonry vaults 155
Review of experimental tests and numerical study on masonry vaults reinforced through fiber-reinforced mortar coating 153
Moment redistribution limits for steel-concrete composite beams accounting for ULS and SLS requirements 150
Strength and Local Deformability of the Wood beneath Bolted Connectors 147
Analisi non Lineare di Travi da Ponte a Struttura Mista di Acciaio e Calcestruzzo Sottoposte a Carichi Viaggianti. 146
Metodologia per la stima della resistenza sismica degli edifici esistenti in muratura 146
Criteri per la definizione delle priorità di intervento su edifici scolastici costruiti o adeguati prima dell'entrata in vigore delle NTC 2008 146
Rehabilitation of Masonry Buildings with Fibre Reinforced Mortar: Practical Design Considerations Concerning Seismic Resistance 146
A new method of seismic strengthening stone masonry with CRM coatings on one side 144
Criteri per la definizione delle priorità di intervento su edifici scolastici costruiti o adeguati prima dell’entrata in vigore delle NTC 2008” 143
Strutture Composte - Nuove costruzioni, recupero, ponti. 142
Seismic performance of existing masonry buildings strengthened by applying GFRP fiber reinforced lime mortar on both faces of the walls 140
ASSESS to reduce the risk of school buildings at regional level 139
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 139
Analisi non lineare dei telai in cemento armato 138
Parametric study on the seismic behavior of masonry vaults strengthened with composite reinforced mortar. 138
Volte in legno lamellare a nervature incrociate: sperimentazione sui giunti nodali. 137
Totale 20.677
Salva come PNG Salva come JPEG
Categoria #
all - tutte 90.644
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 90.644
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021778 0 0 0 0 0 0 0 0 0 391 85 302
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
2025/20268.741 664 504 894 945 807 908 1.377 396 1.047 1.199 0 0
Totale 32.277