PORTO @ Archivio Istituzionale della Ricerca

TALIANO, MAURIZIO
 Distribuzione geografica
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Continente #
NA - Nord America 7.168
EU - Europa 6.999
AS - Asia 4.100
SA - Sud America 320
Continente sconosciuto - Info sul continente non disponibili 78
AF - Africa 63
OC - Oceania 36
Totale 18.764
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Nazione #
US - Stati Uniti d'America 7.050
IT - Italia 2.417
SG - Singapore 1.265
DE - Germania 1.126
GB - Regno Unito 1.067
VN - Vietnam 991
FR - Francia 831
CN - Cina 811
UA - Ucraina 433
RU - Federazione Russa 350
BR - Brasile 258
KR - Corea 258
NL - Olanda 153
TR - Turchia 153
IE - Irlanda 142
IN - India 134
HK - Hong Kong 125
FI - Finlandia 114
CH - Svizzera 91
CA - Canada 74
SE - Svezia 67
BD - Bangladesh 52
AP - ???statistics.table.value.countryCode.AP??? 47
AU - Australia 34
MY - Malesia 32
TH - Thailandia 32
JP - Giappone 30
PH - Filippine 30
BE - Belgio 26
AT - Austria 24
JO - Giordania 22
MX - Messico 22
ES - Italia 21
AR - Argentina 18
PL - Polonia 18
TW - Taiwan 18
ZA - Sudafrica 18
BG - Bulgaria 16
ID - Indonesia 16
IL - Israele 16
IQ - Iraq 15
AE - Emirati Arabi Uniti 13
PK - Pakistan 13
CZ - Repubblica Ceca 12
PT - Portogallo 12
SA - Arabia Saudita 12
CO - Colombia 10
EG - Egitto 9
KE - Kenya 9
EC - Ecuador 8
MA - Marocco 8
PE - Perù 8
SI - Slovenia 8
CL - Cile 7
NO - Norvegia 6
RS - Serbia 6
DK - Danimarca 5
DZ - Algeria 5
IR - Iran 5
JM - Giamaica 5
LT - Lituania 5
NP - Nepal 5
RO - Romania 5
AZ - Azerbaigian 4
GR - Grecia 4
HR - Croazia 4
PY - Paraguay 4
AL - Albania 3
CI - Costa d'Avorio 3
CR - Costa Rica 3
EU - Europa 3
HN - Honduras 3
KH - Cambogia 3
LB - Libano 3
NG - Nigeria 3
UZ - Uzbekistan 3
VE - Venezuela 3
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
BO - Bolivia 2
ET - Etiopia 2
GT - Guatemala 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
BY - Bielorussia 1
CG - Congo 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GA - Gabon 1
GD - Grenada 1
KW - Kuwait 1
Totale 18.677
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Città #
Ashburn 1.591
Southend 919
Singapore 654
Seattle 521
San Jose 471
Des Moines 348
Dallas 321
Chandler 303
Turin 295
Santa Clara 276
Ho Chi Minh City 243
Hanoi 240
Princeton 236
Beijing 234
Jacksonville 233
Fairfield 197
Ann Arbor 164
Chicago 144
Berlin 140
Dublin 136
San Ramon 128
Boardman 118
Izmir 117
Torino 114
Wilmington 106
Rome 104
Milan 103
Cambridge 98
Houston 97
Helsinki 94
Woodbridge 91
Hong Kong 86
Seoul 83
Bern 82
New York 81
Los Angeles 72
Council Bluffs 71
San Donato Milanese 70
Lauterbourg 69
Herkenbosch 63
Zaporozhye 59
Overberg 53
Guangzhou 51
Pennsylvania Furnace 50
Da Nang 48
Buffalo 45
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 28
São Paulo 28
Brussels 26
Frankfurt 25
London 24
Modena 24
Orem 24
Tempe 24
Zhengzhou 23
Toronto 22
North Bergen 21
Vienna 21
Malatya 18
Podenzano 18
Redwood City 17
Moscow 16
Ningbo 16
Trento 16
Bolzano 15
Palermo 15
Tokyo 15
Yubileyny 15
Hyderabad 14
Hải Dương 14
Mumbai 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 11.019
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Nome #
Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower 506
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 410
Design for SLS according to fib Model Code 2010 409
Effect of Secondary Cracks for Cracking Analysis of Reinforced Concrete Tie 375
Comparison of carbonation depths measured on in-field exposed existing r.c. structures with predictions made using fib-Model Code 2010 363
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures 322
Span-to-height ratio limits for prestressed concrete members 318
Progettare il cemento armato contro il fuoco 313
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 310
Measurements of the transmission length of pre-tensioned strands 308
Interazione fra flessione e taglio sulla deformazione di travi in c.a. 306
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 304
On Evaluation of Rotation Capacity of Reinforced Concrete Beams 302
Eurocodice 2 - Calcolo di edificio multipiano 300
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 298
Considerazioni sulle verifiche di solai alveolari precompressi secondo l'Eurocodice 2 295
Shear strain in B-regions of beams in service 294
Parametric analysis of the influence of shear on the deflection of RC beams in service 294
An experimental study on precast hollow core floors prestressed with aramid fibers 284
Metodologie di indagine dell’aderenza di trefoli da precompressione 283
The influence of shear on the deflection of r.c. beams 277
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) 275
Indagine sperimentale su solai alveolari precompressi con fibre aramidiche 272
Analisi strutturale 268
Shear deformation of r.c. beams with thin web 264
MISURA DELLA LUNGHEZZA DI TRASMISSIONEDI TREFOLI DA PRECOMPRESSIONE 263
Valutazione della rigidezza a taglio di travi in calcestruzzo armato mediante misure sperimentali 262
Cracking analysis of r.c. ties considering the effect of internal secondary cracks 257
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 255
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 252
Confronto teorico-sperimentale sulla duttilita' di elementi inflessi di calcestruzzo armato 252
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 247
Stima della profondità di carbonatazione secondo il fib-Model Code for Service Life Design 242
Analisi strutturale 240
Modelling of the cracking behaviour of prestressed concrete structures 239
Scale Effects in Concrete Prisms under Eccentric Compressive Forces 238
Effetto delle fessure secondarie sul comportamento di un tirante in c.a. 236
Evolution of the carbonation depth of existing r.c. structures 235
Caratterizzazione del calcestruzzo di strutture esistenti mediante prove non distruttive 229
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 227
The improved n-method for the calculation of stresses in service 227
MATERIALI [SEZ.3-EC2] 222
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 217
Cracking of pre-tensioned structures 214
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 213
Comportamento flessionale di solai alveolari precompressi con fibre aramidiche 212
Fundamentals for Cracking Verification of Reinforced Concrete Structures 210
Shear deformation of r.c. beams 209
Cracking analysis of partially prestressed concrete tie taking account of the effect of secondary cracks 209
Impiego di fibre aramidiche per la precompressione di solai alveolari 208
Cracking of pre-tensioned beams 207
Cracking of pre-tensioned beams 201
Materiali 200
Indagine sperimentale e modellazione del comportamento anelastico di elementi in calcestruzzo armato 200
Rotation capacity of reinforced concrete beams 196
Materiali 196
Deflections of prestressed concrete beams 194
Deflections due to shear 191
Cracking Analysis of Partially Prestressed Concrete Tie Under the Effect of Primary and Secondary Cracks 185
Ruolo della duttilità e dei dettagli costruttivi sul comportamento di elementi di calcestruzzo armato 184
Cracking of pre-tensioned structures 181
Shear effects on deflections 174
Knowledge Transfer Between Dynamically Monitored Masonry Bell Towers 160
Calculation of stresses 158
Deduction of the bond law from test on short RC tie in service conditions 155
An Improved Method for the Calculation of Crack Spacing and Width in RC Beams 153
Upper and lower bounds of crack width of R.C. Tie - Simplified method 152
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 146
Cracking analysis of a concrete tie reinforced with two diameter bars: comparison with experimental results 144
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures: mathematical model and simplified method 135
Application to the Danish test of a bond law deduced from a short RC tie 129
Cracking analysis based on the effect of primary and internal cracks 128
Symptom-Based Prognosis Through Integrated Digital Models and Experimental Data 32
Totale 18.764
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Categoria #
all - tutte 53.674
article - articoli 17.146
book - libri 3.023
conference - conferenze 24.874
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.631
Totale 107.348
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022627 0 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
2025/20264.845 231 212 526 339 281 293 731 327 936 588 107 274
2026/2027169 139 30 0 0 0 0 0 0 0 0 0 0
Totale 18.764