PORTO @ Archivio Istituzionale della Ricerca

TALIANO, MAURIZIO
 Distribuzione geografica
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Continente #
NA - Nord America 7.059
EU - Europa 6.956
AS - Asia 4.049
SA - Sud America 309
AF - Africa 63
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 2
Totale 18.474
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Nazione #
US - Stati Uniti d'America 6.962
IT - Italia 2.389
SG - Singapore 1.239
DE - Germania 1.125
GB - Regno Unito 1.066
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 123
FI - Finlandia 114
CH - Svizzera 91
CA - Canada 67
SE - Svezia 67
AP - ???statistics.table.value.countryCode.AP??? 47
AU - Australia 34
BD - Bangladesh 33
MY - Malesia 32
TH - Thailandia 31
JP - Giappone 30
PH - Filippine 30
BE - Belgio 26
AT - Austria 24
JO - Giordania 22
ES - Italia 21
MX - Messico 21
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
EG - Egitto 9
KE - Kenya 9
EC - Ecuador 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
CR - Costa Rica 2
ET - Etiopia 2
HU - Ungheria 2
JM - Giamaica 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
EE - Estonia 1
GA - Gabon 1
GT - Guatemala 1
KW - Kuwait 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MD - Moldavia 1
Totale 18.469
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Città #
Ashburn 1.566
Southend 919
Singapore 653
Seattle 521
San Jose 470
Des Moines 348
Dallas 320
Chandler 303
Turin 294
Santa Clara 266
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
Rome 102
Milan 101
Cambridge 98
Houston 97
Helsinki 94
Woodbridge 91
Hong Kong 86
Seoul 83
Bern 82
New York 78
Council Bluffs 71
Los Angeles 70
San Donato Milanese 70
Lauterbourg 69
Herkenbosch 63
Zaporozhye 59
Overberg 53
Guangzhou 51
Pennsylvania Furnace 50
Da Nang 48
Buffalo 44
Munich 44
Baltimore 43
Padua 43
The Dalles 43
Haiphong 42
Mountain View 42
Bologna 40
Monopoli 39
Atlanta 35
Shanghai 35
Naples 33
Hangzhou 31
Saint Petersburg 30
Lonate Pozzolo 29
Frankfurt am Main 27
São Paulo 27
Brussels 26
Frankfurt 25
Modena 24
Tempe 24
London 23
Orem 23
Zhengzhou 23
North Bergen 21
Toronto 21
Vienna 21
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
Brooklyn 12
Columbus 12
Melun 12
Pisa 12
San Diego 12
San Francisco 12
Fujian 11
Johannesburg 11
Lecce 11
Redondo Beach 11
Sofia 11
Totale 10.962
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Nome #
Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower 503
Calculation of the ultimate stress of unbonded tendons in prestressed concrete members considering the rotation capacity 464
Extension of shear level III in Model Code 2010 for the calculation of shear deformation 409
Design for SLS according to fib Model Code 2010 406
Effect of Secondary Cracks for Cracking Analysis of Reinforced Concrete Tie 374
Comparison of carbonation depths measured on in-field exposed existing r.c. structures with predictions made using fib-Model Code 2010 338
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures 320
Span-to-height ratio limits for prestressed concrete members 317
Progettare il cemento armato contro il fuoco 311
Experimental analysis of the effective pre-stress in large-span bridge box girders after 40 years of service life 311
Softening behaviour of concrete prisms under eccentric compressive forces 309
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 303
On Evaluation of Rotation Capacity of Reinforced Concrete Beams 301
Measurements of the transmission length of pre-tensioned strands 301
Interazione fra flessione e taglio sulla deformazione di travi in c.a. 299
Eurocodice 2 - Calcolo di edificio multipiano 298
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 294
Considerazioni sulle verifiche di solai alveolari precompressi secondo l'Eurocodice 2 293
Parametric analysis of the influence of shear on the deflection of RC beams in service 293
Shear strain in B-regions of beams in service 292
An experimental study on precast hollow core floors prestressed with aramid fibers 283
Metodologie di indagine dell’aderenza di trefoli da precompressione 279
The influence of shear on the deflection of r.c. beams 276
Calcolo di edificio multipiano in zona sismica con il metodo degli stati limite 276
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 274
Indagine sperimentale su solai alveolari precompressi con fibre aramidiche 270
Analisi strutturale 267
MISURA DELLA LUNGHEZZA DI TRASMISSIONEDI TREFOLI DA PRECOMPRESSIONE 262
Shear deformation of r.c. beams with thin web 261
Valutazione della rigidezza a taglio di travi in calcestruzzo armato mediante misure sperimentali 258
Cracking analysis of r.c. ties considering the effect of internal secondary cracks 255
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 254
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 249
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 247
Confronto teorico-sperimentale sulla duttilita' di elementi inflessi di calcestruzzo armato 243
Stima della profondità di carbonatazione secondo il fib-Model Code for Service Life Design 240
Analisi strutturale 239
Scale Effects in Concrete Prisms under Eccentric Compressive Forces 237
Modelling of the cracking behaviour of prestressed concrete structures 237
Effetto delle fessure secondarie sul comportamento di un tirante in c.a. 232
Caratterizzazione del calcestruzzo di strutture esistenti mediante prove non distruttive 229
Evolution of the carbonation depth of existing r.c. structures 228
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 226
The improved n-method for the calculation of stresses in service 225
MATERIALI [SEZ.3-EC2] 219
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 215
Cracking of pre-tensioned structures 213
Comportamento flessionale di solai alveolari precompressi con fibre aramidiche 212
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 210
Shear deformation of r.c. beams 208
Fundamentals for Cracking Verification of Reinforced Concrete Structures 208
Cracking of pre-tensioned beams 207
Cracking analysis of partially prestressed concrete tie taking account of the effect of secondary cracks 206
Impiego di fibre aramidiche per la precompressione di solai alveolari 201
Materiali 199
Cracking of pre-tensioned beams 198
Indagine sperimentale e modellazione del comportamento anelastico di elementi in calcestruzzo armato 198
Rotation capacity of reinforced concrete beams 195
Materiali 193
Deflections of prestressed concrete beams 188
Ruolo della duttilità e dei dettagli costruttivi sul comportamento di elementi di calcestruzzo armato 184
Cracking Analysis of Partially Prestressed Concrete Tie Under the Effect of Primary and Secondary Cracks 182
Cracking of pre-tensioned structures 178
Deflections due to shear 177
Shear effects on deflections 171
Calculation of stresses 158
Knowledge Transfer Between Dynamically Monitored Masonry Bell Towers 153
Upper and lower bounds of crack width of R.C. Tie - Simplified method 152
Deduction of the bond law from test on short RC tie in service conditions 151
An Improved Method for the Calculation of Crack Spacing and Width in RC Beams 150
Simplified cracking analysis of RC ties taking account of the effect of secondary cracks 147
Effetto delle fessure secondarie sul comportamento in esercizio di un tirante in c.a. armato con barre di diverso diametro 143
Cracking analysis of a concrete tie reinforced with two diameter bars: comparison with experimental results 139
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures: mathematical model and simplified method 134
Application to the Danish test of a bond law deduced from a short RC tie 127
Cracking analysis based on the effect of primary and internal cracks 125
Symptom-Based Prognosis Through Integrated Digital Models and Experimental Data 26
Totale 18.550
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Categoria #
all - tutte 52.313
article - articoli 16.768
book - libri 2.961
conference - conferenze 24.214
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.370
Totale 104.626
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202149 0 0 0 0 0 0 0 0 0 0 0 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
2025/20264.800 231 212 526 339 281 293 731 327 936 588 107 229
Totale 18.550