PORTO @ Archivio Istituzionale della Ricerca

TALIANO, MAURIZIO
 Distribuzione geografica
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Continente #
EU - Europa 6.889
NA - Nord America 6.870
AS - Asia 4.022
SA - Sud America 309
AF - Africa 62
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 2
Totale 18.190
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Nazione #
US - Stati Uniti d'America 6.782
IT - Italia 2.329
SG - Singapore 1.225
DE - Germania 1.125
GB - Regno Unito 1.063
VN - Vietnam 989
FR - Francia 822
CN - Cina 810
UA - Ucraina 432
RU - Federazione Russa 350
KR - Corea 258
BR - Brasile 255
NL - Olanda 153
TR - Turchia 153
IE - Irlanda 142
IN - India 134
HK - Hong Kong 122
FI - Finlandia 114
CH - Svizzera 91
SE - Svezia 67
CA - Canada 60
AP - ???statistics.table.value.countryCode.AP??? 47
AU - Australia 34
MY - Malesia 32
TH - Thailandia 31
JP - Giappone 30
PH - Filippine 30
BE - Belgio 26
AT - Austria 24
JO - Giordania 22
BD - Bangladesh 21
MX - Messico 21
ES - Italia 18
TW - Taiwan 18
ZA - Sudafrica 18
AR - Argentina 16
BG - Bulgaria 16
ID - Indonesia 16
IL - Israele 16
PL - Polonia 16
IQ - Iraq 15
AE - Emirati Arabi Uniti 13
PK - Pakistan 13
CZ - Repubblica Ceca 12
PT - Portogallo 12
SA - Arabia Saudita 12
KE - Kenya 9
EC - Ecuador 8
EG - Egitto 8
MA - Marocco 8
SI - Slovenia 8
CO - Colombia 7
PE - Perù 7
CL - Cile 6
NO - Norvegia 6
RS - Serbia 6
DK - Danimarca 5
DZ - Algeria 5
IR - Iran 5
NP - Nepal 5
RO - Romania 5
AZ - Azerbaigian 4
GR - Grecia 4
HR - Croazia 4
LT - Lituania 4
PY - Paraguay 4
AL - Albania 3
CI - Costa d'Avorio 3
EU - Europa 3
KH - Cambogia 3
LB - Libano 3
NG - Nigeria 3
UZ - Uzbekistan 3
VE - Venezuela 3
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
ET - Etiopia 2
HU - Ungheria 2
KG - Kirghizistan 2
LV - Lettonia 2
NZ - Nuova Zelanda 2
OM - Oman 2
SN - Senegal 2
TN - Tunisia 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
BO - Bolivia 1
BY - Bielorussia 1
CG - Congo 1
CR - Costa Rica 1
EE - Estonia 1
GA - Gabon 1
GT - Guatemala 1
JM - Giamaica 1
KW - Kuwait 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MK - Macedonia 1
Totale 18.186
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Città #
Ashburn 1.551
Southend 919
Singapore 653
Seattle 521
San Jose 390
Des Moines 348
Dallas 320
Chandler 303
Turin 288
Santa Clara 260
Ho Chi Minh City 242
Hanoi 240
Princeton 236
Beijing 234
Jacksonville 233
Fairfield 197
Ann Arbor 164
Chicago 143
Berlin 140
Dublin 136
San Ramon 128
Boardman 118
Izmir 117
Torino 114
Wilmington 106
Cambridge 97
Helsinki 94
Houston 94
Rome 92
Woodbridge 91
Hong Kong 85
Seoul 83
Bern 82
Milan 80
Los Angeles 70
New York 70
San Donato Milanese 70
Lauterbourg 69
Herkenbosch 63
Zaporozhye 59
Overberg 53
Guangzhou 51
Pennsylvania Furnace 50
Da Nang 48
Council Bluffs 45
Buffalo 44
Munich 44
Baltimore 43
Padua 43
The Dalles 43
Haiphong 42
Mountain View 42
Bologna 40
Monopoli 39
Shanghai 35
Atlanta 33
Naples 32
Hangzhou 31
Saint Petersburg 30
Lonate Pozzolo 29
Frankfurt am Main 27
São Paulo 27
Brussels 26
Frankfurt 25
Modena 24
Tempe 24
Orem 23
Zhengzhou 23
North Bergen 21
Vienna 21
London 20
Toronto 19
Malatya 18
Podenzano 18
Redwood City 17
Moscow 16
Ningbo 16
Trento 16
Bolzano 15
Tokyo 15
Yubileyny 15
Hyderabad 14
Hải Dương 14
Mumbai 14
Palermo 14
Paris 14
Genova 13
Arezzo 12
Biên Hòa 12
Columbus 12
Melun 12
Pisa 12
San Diego 12
San Francisco 12
Fujian 11
Johannesburg 11
Lecce 11
Redondo Beach 11
Sofia 11
Villanova Monferrato 11
Totale 10.776
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Nome #
Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower 500
Calculation of the ultimate stress of unbonded tendons in prestressed concrete members considering the rotation capacity 462
Extension of shear level III in Model Code 2010 for the calculation of shear deformation 406
Design for SLS according to fib Model Code 2010 403
Effect of Secondary Cracks for Cracking Analysis of Reinforced Concrete Tie 366
Comparison of carbonation depths measured on in-field exposed existing r.c. structures with predictions made using fib-Model Code 2010 329
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures 315
Span-to-height ratio limits for prestressed concrete members 314
Experimental analysis of the effective pre-stress in large-span bridge box girders after 40 years of service life 310
Progettare il cemento armato contro il fuoco 308
Softening behaviour of concrete prisms under eccentric compressive forces 305
On Evaluation of Rotation Capacity of Reinforced Concrete Beams 300
Measurements of the transmission length of pre-tensioned strands 299
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 298
Interazione fra flessione e taglio sulla deformazione di travi in c.a. 296
Eurocodice 2 - Calcolo di edificio multipiano 296
Considerazioni sulle verifiche di solai alveolari precompressi secondo l'Eurocodice 2 291
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 291
Shear strain in B-regions of beams in service 290
Parametric analysis of the influence of shear on the deflection of RC beams in service 290
An experimental study on precast hollow core floors prestressed with aramid fibers 281
Metodologie di indagine dell’aderenza di trefoli da precompressione 278
The influence of shear on the deflection of r.c. beams 275
Calcolo di edificio multipiano in zona sismica con il metodo degli stati limite 275
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 269
Analisi strutturale 266
Indagine sperimentale su solai alveolari precompressi con fibre aramidiche 263
MISURA DELLA LUNGHEZZA DI TRASMISSIONEDI TREFOLI DA PRECOMPRESSIONE 259
Shear deformation of r.c. beams with thin web 258
Valutazione della rigidezza a taglio di travi in calcestruzzo armato mediante misure sperimentali 256
Cracking analysis of r.c. ties considering the effect of internal secondary cracks 252
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 251
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 247
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 246
Stima della profondità di carbonatazione secondo il fib-Model Code for Service Life Design 239
Scale Effects in Concrete Prisms under Eccentric Compressive Forces 236
Analisi strutturale 236
Confronto teorico-sperimentale sulla duttilita' di elementi inflessi di calcestruzzo armato 236
Modelling of the cracking behaviour of prestressed concrete structures 236
Effetto delle fessure secondarie sul comportamento di un tirante in c.a. 229
Caratterizzazione del calcestruzzo di strutture esistenti mediante prove non distruttive 226
Evolution of the carbonation depth of existing r.c. structures 225
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 224
The improved n-method for the calculation of stresses in service 223
MATERIALI [SEZ.3-EC2] 218
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 214
Cracking of pre-tensioned structures 212
Comportamento flessionale di solai alveolari precompressi con fibre aramidiche 210
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 209
Fundamentals for Cracking Verification of Reinforced Concrete Structures 207
Shear deformation of r.c. beams 205
Cracking of pre-tensioned beams 204
Cracking analysis of partially prestressed concrete tie taking account of the effect of secondary cracks 204
Materiali 198
Indagine sperimentale e modellazione del comportamento anelastico di elementi in calcestruzzo armato 197
Impiego di fibre aramidiche per la precompressione di solai alveolari 196
Cracking of pre-tensioned beams 196
Rotation capacity of reinforced concrete beams 193
Materiali 191
Deflections of prestressed concrete beams 185
Ruolo della duttilità e dei dettagli costruttivi sul comportamento di elementi di calcestruzzo armato 182
Cracking Analysis of Partially Prestressed Concrete Tie Under the Effect of Primary and Secondary Cracks 180
Cracking of pre-tensioned structures 172
Shear effects on deflections 168
Deflections due to shear 156
Calculation of stresses 156
Upper and lower bounds of crack width of R.C. Tie - Simplified method 149
An Improved Method for the Calculation of Crack Spacing and Width in RC Beams 148
Deduction of the bond law from test on short RC tie in service conditions 145
Simplified cracking analysis of RC ties taking account of the effect of secondary cracks 145
Effetto delle fessure secondarie sul comportamento in esercizio di un tirante in c.a. armato con barre di diverso diametro 138
Cracking analysis of a concrete tie reinforced with two diameter bars: comparison with experimental results 138
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures: mathematical model and simplified method 131
Knowledge Transfer Between Dynamically Monitored Masonry Bell Towers 128
Cracking analysis based on the effect of primary and internal cracks 115
Application to the Danish test of a bond law deduced from a short RC tie 108
Symptom-Based Prognosis Through Integrated Digital Models and Experimental Data 13
Totale 18.266
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Categoria #
all - tutte 50.801
article - articoli 16.399
book - libri 2.901
conference - conferenze 23.446
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.055
Totale 101.602
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021108 0 0 0 0 0 0 0 0 0 0 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
2025/20264.516 231 212 526 339 281 293 731 327 936 588 52 0
Totale 18.266