PORTO @ Archivio Istituzionale della Ricerca

TALIANO, MAURIZIO
 Distribuzione geografica
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Continente #
NA - Nord America 7.672
EU - Europa 7.063
AS - Asia 4.124
SA - Sud America 334
Continente sconosciuto - Info sul continente non disponibili 84
AF - Africa 65
OC - Oceania 36
Totale 19.378
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Nazione #
US - Stati Uniti d'America 7.536
IT - Italia 2.468
SG - Singapore 1.275
DE - Germania 1.126
GB - Regno Unito 1.073
VN - Vietnam 994
FR - Francia 832
CN - Cina 812
UA - Ucraina 433
RU - Federazione Russa 350
BR - Brasile 268
KR - Corea 259
NL - Olanda 153
TR - Turchia 153
IE - Irlanda 142
IN - India 134
HK - Hong Kong 125
FI - Finlandia 114
CH - Svizzera 91
CA - Canada 83
SE - Svezia 67
BD - Bangladesh 61
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
MX - Messico 23
JO - Giordania 22
ES - Italia 21
AR - Argentina 19
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 11
EG - Egitto 10
KE - Kenya 10
EC - Ecuador 8
MA - Marocco 8
PE - Perù 8
SI - Slovenia 8
CL - Cile 7
JM - Giamaica 7
CR - Costa Rica 6
GR - Grecia 6
NO - Norvegia 6
RS - Serbia 6
DK - Danimarca 5
DZ - Algeria 5
IR - Iran 5
LT - Lituania 5
NP - Nepal 5
RO - Romania 5
VE - Venezuela 5
AZ - Azerbaigian 4
GT - Guatemala 4
HR - Croazia 4
PY - Paraguay 4
AL - Albania 3
CI - Costa d'Avorio 3
EU - Europa 3
HN - Honduras 3
IS - Islanda 3
KH - Cambogia 3
LB - Libano 3
NG - Nigeria 3
UZ - Uzbekistan 3
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
BO - Bolivia 2
EE - Estonia 2
ET - Etiopia 2
HU - Ungheria 2
KG - Kirghizistan 2
LV - Lettonia 2
NZ - Nuova Zelanda 2
OM - Oman 2
SN - Senegal 2
SV - El Salvador 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
GA - Gabon 1
Totale 19.284
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Città #
Ashburn 1.749
Southend 919
Singapore 656
Seattle 521
San Jose 502
Des Moines 348
Dallas 327
Turin 306
Chandler 303
Santa Clara 280
Ho Chi Minh City 243
Hanoi 241
Princeton 237
Beijing 234
Jacksonville 233
Fairfield 198
Ann Arbor 164
Chicago 164
Berlin 140
Dublin 136
San Ramon 128
Boardman 119
Izmir 117
Torino 114
Milan 109
Council Bluffs 108
Rome 108
Wilmington 107
Cambridge 98
Houston 98
Helsinki 94
Woodbridge 91
Hong Kong 86
New York 85
Seoul 84
Bern 82
Los Angeles 75
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 41
Monopoli 39
Atlanta 37
Shanghai 35
Naples 34
São Paulo 33
Hangzhou 31
Saint Petersburg 30
Lonate Pozzolo 29
Frankfurt am Main 28
Toronto 27
Brussels 26
Frankfurt 25
Modena 25
Orem 25
London 24
Tempe 24
Zhengzhou 23
North Bergen 21
Vienna 21
Phoenix 20
Malatya 18
Podenzano 18
Redwood City 17
Moscow 16
Ningbo 16
San Francisco 16
Trento 16
Bolzano 15
Palermo 15
Tokyo 15
Yubileyny 15
Brooklyn 14
Hyderabad 14
Hải Dương 14
Mumbai 14
Paris 14
Genova 13
San Diego 13
Washington 13
Arezzo 12
Biên Hòa 12
Columbus 12
Denver 12
Melun 12
Pisa 12
Fujian 11
Johannesburg 11
Totale 11.347
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Nome #
Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower 511
Calculation of the ultimate stress of unbonded tendons in prestressed concrete members considering the rotation capacity 472
Design for SLS according to fib Model Code 2010 421
Extension of shear level III in Model Code 2010 for the calculation of shear deformation 416
Effect of Secondary Cracks for Cracking Analysis of Reinforced Concrete Tie 389
Comparison of carbonation depths measured on in-field exposed existing r.c. structures with predictions made using fib-Model Code 2010 386
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures 334
Span-to-height ratio limits for prestressed concrete members 327
Experimental analysis of the effective pre-stress in large-span bridge box girders after 40 years of service life 325
Progettare il cemento armato contro il fuoco 320
Softening behaviour of concrete prisms under eccentric compressive forces 314
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 312
Measurements of the transmission length of pre-tensioned strands 312
Interazione fra flessione e taglio sulla deformazione di travi in c.a. 309
On Evaluation of Rotation Capacity of Reinforced Concrete Beams 307
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 307
Eurocodice 2 - Calcolo di edificio multipiano 303
Parametric analysis of the influence of shear on the deflection of RC beams in service 302
Considerazioni sulle verifiche di solai alveolari precompressi secondo l'Eurocodice 2 301
Shear strain in B-regions of beams in service 298
Metodologie di indagine dell’aderenza di trefoli da precompressione 294
An experimental study on precast hollow core floors prestressed with aramid fibers 288
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 282
The influence of shear on the deflection of r.c. beams 281
Calcolo di edificio multipiano in zona sismica con il metodo degli stati limite 279
MISURA DELLA LUNGHEZZA DI TRASMISSIONEDI TREFOLI DA PRECOMPRESSIONE 278
Indagine sperimentale su solai alveolari precompressi con fibre aramidiche 275
Analisi strutturale 270
Shear deformation of r.c. beams with thin web 268
Valutazione della rigidezza a taglio di travi in calcestruzzo armato mediante misure sperimentali 267
Cracking analysis of r.c. ties considering the effect of internal secondary cracks 264
Confronto teorico-sperimentale sulla duttilita' di elementi inflessi di calcestruzzo armato 262
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 257
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 256
Stato limite ultimo per flessione semplice e composta (Sez. 6:6.1 EC2) 250
Effetto delle fessure secondarie sul comportamento di un tirante in c.a. 248
Stima della profondità di carbonatazione secondo il fib-Model Code for Service Life Design 243
Modelling of the cracking behaviour of prestressed concrete structures 243
Analisi strutturale 242
Scale Effects in Concrete Prisms under Eccentric Compressive Forces 241
Evolution of the carbonation depth of existing r.c. structures 239
The improved n-method for the calculation of stresses in service 234
MATERIALI [SEZ.3-EC2] 232
Caratterizzazione del calcestruzzo di strutture esistenti mediante prove non distruttive 231
Strength, stiffness and ductility of r.c. beams strengthened with FRP sheets 230
Cracking analysis of partially prestressed concrete tie taking account of the effect of secondary cracks 227
Comparison between refined and simplified models about the mean curvature of r.c. beams in service conditions 222
Cracking of pre-tensioned structures 218
Shear deformation of r.c. beams 217
STATI LIMITE ULTIMI PER TENSIONI TANGENZIALI 217
Comportamento flessionale di solai alveolari precompressi con fibre aramidiche 217
Impiego di fibre aramidiche per la precompressione di solai alveolari 215
Fundamentals for Cracking Verification of Reinforced Concrete Structures 215
Cracking of pre-tensioned beams 213
Cracking of pre-tensioned beams 207
Deflections due to shear 204
Rotation capacity of reinforced concrete beams 204
Materiali 203
Indagine sperimentale e modellazione del comportamento anelastico di elementi in calcestruzzo armato 202
Materiali 200
Deflections of prestressed concrete beams 200
Ruolo della duttilità e dei dettagli costruttivi sul comportamento di elementi di calcestruzzo armato 198
Cracking Analysis of Partially Prestressed Concrete Tie Under the Effect of Primary and Secondary Cracks 198
Cracking of pre-tensioned structures 184
Shear effects on deflections 184
Knowledge Transfer Between Dynamically Monitored Masonry Bell Towers 180
Deduction of the bond law from test on short RC tie in service conditions 166
Calculation of stresses 165
An Improved Method for the Calculation of Crack Spacing and Width in RC Beams 164
Effetto delle fessure secondarie sul comportamento in esercizio di un tirante in c.a. armato con barre di diverso diametro 162
Simplified cracking analysis of RC ties taking account of the effect of secondary cracks 162
Upper and lower bounds of crack width of R.C. Tie - Simplified method 161
Cracking analysis of a concrete tie reinforced with two diameter bars: comparison with experimental results 153
An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures: mathematical model and simplified method 149
Application to the Danish test of a bond law deduced from a short RC tie 143
Cracking analysis based on the effect of primary and internal cracks 137
Symptom-Based Prognosis Through Integrated Digital Models and Experimental Data 45
Cracking analysis of RC ties based on the effect of primary and internal cracks 14
Deflection Analysis 12
Totale 19.378
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Categoria #
all - tutte 55.821
article - articoli 17.679
book - libri 3.104
conference - conferenze 26.096
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.942
Totale 111.642
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022575 0 0 0 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
2026/2027783 139 148 346 150 0 0 0 0 0 0 0 0
Totale 19.378