PORTO @ Archivio Istituzionale della Ricerca

TALIANO, MAURIZIO
 Distribuzione geografica
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Continente #
EU - Europa 6.390
NA - Nord America 6.061
AS - Asia 1.930
SA - Sud America 209
OC - Oceania 35
AF - Africa 29
Totale 14.654
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Nazione #
US - Stati Uniti d'America 5.993
IT - Italia 2.255
DE - Germania 1.112
GB - Regno Unito 1.037
FR - Francia 720
SG - Singapore 660
CN - Cina 652
UA - Ucraina 431
KR - Corea 193
BR - Brasile 181
NL - Olanda 147
TR - Turchia 147
IE - Irlanda 139
RU - Federazione Russa 122
FI - Finlandia 95
CH - Svizzera 91
SE - Svezia 64
CA - Canada 48
AP - ???statistics.table.value.countryCode.AP??? 47
IN - India 42
VN - Vietnam 42
AU - Australia 33
HK - Hong Kong 32
MY - Malesia 30
BE - Belgio 25
AT - Austria 24
JO - Giordania 20
MX - Messico 17
BG - Bulgaria 14
ES - Italia 13
IL - Israele 13
AE - Emirati Arabi Uniti 11
PT - Portogallo 11
JP - Giappone 10
PL - Polonia 10
ZA - Sudafrica 10
CZ - Repubblica Ceca 9
SA - Arabia Saudita 8
SI - Slovenia 8
AR - Argentina 7
ID - Indonesia 7
NO - Norvegia 6
BD - Bangladesh 5
CL - Cile 5
DK - Danimarca 5
IR - Iran 5
MA - Marocco 5
PE - Perù 5
RO - Romania 5
RS - Serbia 5
TH - Thailandia 5
EC - Ecuador 4
EG - Egitto 4
GR - Grecia 4
HR - Croazia 4
LT - Lituania 4
EU - Europa 3
LB - Libano 3
PH - Filippine 3
PK - Pakistan 3
BH - Bahrain 2
CI - Costa d'Avorio 2
CO - Colombia 2
HU - Ungheria 2
KE - Kenya 2
NP - Nepal 2
NZ - Nuova Zelanda 2
TN - Tunisia 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
UZ - Uzbekistan 2
AL - Albania 1
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BO - Bolivia 1
CR - Costa Rica 1
DZ - Algeria 1
EE - Estonia 1
ET - Etiopia 1
IQ - Iraq 1
KG - Kirghizistan 1
KH - Cambogia 1
LU - Lussemburgo 1
LV - Lettonia 1
MK - Macedonia 1
NG - Nigeria 1
PY - Paraguay 1
SN - Senegal 1
TW - Taiwan 1
VE - Venezuela 1
Totale 14.654
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Città #
Ashburn 1.449
Southend 919
Seattle 521
Des Moines 348
Singapore 337
Dallas 314
Chandler 303
Turin 275
Santa Clara 246
Princeton 236
Jacksonville 232
Fairfield 197
Beijing 192
Ann Arbor 164
Chicago 141
Berlin 139
Dublin 135
San Ramon 128
Boardman 118
Izmir 117
Torino 114
Wilmington 106
Cambridge 96
Houston 92
Woodbridge 91
Rome 84
Bern 82
Helsinki 77
San Donato Milanese 70
Milan 65
Herkenbosch 63
Zaporozhye 59
New York 54
Overberg 53
Pennsylvania Furnace 50
Guangzhou 47
Munich 44
Baltimore 43
Mountain View 42
Padua 42
Buffalo 40
Bologna 39
Monopoli 39
Los Angeles 37
Council Bluffs 35
Shanghai 32
Hangzhou 31
Naples 31
Saint Petersburg 30
Seoul 30
Lonate Pozzolo 29
Atlanta 27
Brussels 25
Frankfurt 25
Modena 24
Tempe 24
Zhengzhou 23
São Paulo 22
Vienna 21
Hong Kong 18
London 18
Malatya 18
Podenzano 18
Redwood City 17
Toronto 17
Ningbo 16
Trento 16
Frankfurt am Main 15
Ho Chi Minh City 15
Yubileyny 15
Palermo 14
Genova 13
Paris 13
The Dalles 13
Arezzo 12
Bolzano 12
Columbus 12
Hyderabad 12
Melun 12
San Diego 12
Fujian 11
Villanova Monferrato 11
Adelaide 10
Lecce 10
Mumbai 10
Norwalk 10
Pisa 10
Sofia 10
Andover 9
Candelo 9
Hanoi 9
Putignano 9
Shangdi 9
Turku 9
Venice 9
Washington 9
Bari 8
Cafasse 8
Cagliari 8
Nanjing 8
Totale 8.943
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Nome #
Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower 437
Calculation of the ultimate stress of unbonded tendons in prestressed concrete members considering the rotation capacity 365
Extension of shear level III in Model Code 2010 for the calculation of shear deformation 359
Design for SLS according to fib Model Code 2010 345
Effect of Secondary Cracks for Cracking Analysis of Reinforced Concrete Tie 305
Comparison of carbonation depths measured on in-field exposed existing r.c. structures with predictions made using fib-Model Code 2010 272
On Evaluation of Rotation Capacity of Reinforced Concrete Beams 270
Progettare il cemento armato contro il fuoco 266
Softening behaviour of concrete prisms under eccentric compressive forces 266
Experimental analysis of the effective pre-stress in large-span bridge box girders after 40 years of service life 263
Considerazioni sulle verifiche di solai alveolari precompressi secondo l'Eurocodice 2 261
Measurements of the transmission length of pre-tensioned strands 257
Interazione fra flessione e taglio sulla deformazione di travi in c.a. 256
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures 256
An experimental study on precast hollow core floors prestressed with aramid fibers 255
Eurocodice 2 - Calcolo di edificio multipiano 254
Span-to-height ratio limits for prestressed concrete members 251
Parametric analysis of the influence of shear on the deflection of RC beams in service 248
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 242
Calcolo di edificio multipiano in zona sismica con il metodo degli stati limite 239
Analisi strutturale 235
The influence of shear on the deflection of r.c. beams 231
Shear strain in B-regions of beams in service 230
Indagine sperimentale su solai alveolari precompressi con fibre aramidiche 229
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 223
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 222
MISURA DELLA LUNGHEZZA DI TRASMISSIONEDI TREFOLI DA PRECOMPRESSIONE 217
Valutazione della rigidezza a taglio di travi in calcestruzzo armato mediante misure sperimentali 216
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 213
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 210
Metodologie di indagine dell’aderenza di trefoli da precompressione 209
Analisi strutturale 204
Caratterizzazione del calcestruzzo di strutture esistenti mediante prove non distruttive 201
Shear deformation of r.c. beams with thin web 199
Evolution of the carbonation depth of existing r.c. structures 198
Stima della profondità di carbonatazione secondo il fib-Model Code for Service Life Design 198
Scale Effects in Concrete Prisms under Eccentric Compressive Forces 196
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 195
Cracking analysis of r.c. ties considering the effect of internal secondary cracks 195
The improved n-method for the calculation of stresses in service 191
Modelling of the cracking behaviour of prestressed concrete structures 191
MATERIALI [SEZ.3-EC2] 186
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 185
Comportamento flessionale di solai alveolari precompressi con fibre aramidiche 185
Effetto delle fessure secondarie sul comportamento di un tirante in c.a. 184
Confronto teorico-sperimentale sulla duttilita' di elementi inflessi di calcestruzzo armato 178
Cracking of pre-tensioned structures 178
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 176
Cracking of pre-tensioned beams 175
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 174
Indagine sperimentale e modellazione del comportamento anelastico di elementi in calcestruzzo armato 174
Materiali 173
Cracking of pre-tensioned beams 172
Shear deformation of r.c. beams 167
Materiali 163
Rotation capacity of reinforced concrete beams 159
Impiego di fibre aramidiche per la precompressione di solai alveolari 155
Fundamentals for Cracking Verification of Reinforced Concrete Structures 150
Cracking of pre-tensioned structures 149
Ruolo della duttilità e dei dettagli costruttivi sul comportamento di elementi di calcestruzzo armato 141
Cracking Analysis of Partially Prestressed Concrete Tie Under the Effect of Primary and Secondary Cracks 135
Cracking analysis of partially prestressed concrete tie taking account of the effect of secondary cracks 131
Deflections of prestressed concrete beams 126
Shear effects on deflections 118
Calculation of stresses 102
Simplified cracking analysis of RC ties taking account of the effect of secondary cracks 101
Upper and lower bounds of crack width of R.C. Tie - Simplified method 97
Cracking analysis of a concrete tie reinforced with two diameter bars: comparison with experimental results 93
An Improved Method for the Calculation of Crack Spacing and Width in RC Beams 86
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures: mathematical model and simplified method 85
Effetto delle fessure secondarie sul comportamento in esercizio di un tirante in c.a. armato con barre di diverso diametro 83
Deduction of the bond law from test on short RC tie in service conditions 75
Deflections due to shear 72
Cracking analysis based on the effect of primary and internal cracks 57
Application to the Danish test of a bond law deduced from a short RC tie 53
Knowledge Transfer Between Dynamically Monitored Masonry Bell Towers 11
Totale 14.719
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Categoria #
all - tutte 44.096
article - articoli 14.447
book - libri 2.609
conference - conferenze 20.132
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 6.908
Totale 88.192
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021570 0 0 14 110 24 81 14 72 45 102 59 49
2021/2022749 122 43 9 15 57 58 13 36 50 36 98 212
2022/20231.494 113 218 29 75 119 153 424 53 122 17 41 130
2023/2024342 23 20 20 6 49 37 14 25 17 13 44 74
2024/20251.693 22 382 89 144 162 127 43 82 293 87 86 176
2025/2026969 231 212 526 0 0 0 0 0 0 0 0 0
Totale 14.719