PISANI, MARCO ANDREA
 Distribuzione geografica
Continente #
NA - Nord America 7.389
EU - Europa 6.511
AS - Asia 4.815
SA - Sud America 852
AF - Africa 240
OC - Oceania 161
Continente sconosciuto - Info sul continente non disponibili 9
Totale 19.977
Nazione #
US - Stati Uniti d'America 7.077
IT - Italia 2.158
RU - Federazione Russa 1.582
SG - Singapore 1.303
CN - Cina 1.136
BR - Brasile 720
VN - Vietnam 477
GB - Regno Unito 446
UA - Ucraina 331
DE - Germania 292
AT - Austria 284
KR - Corea 253
SE - Svezia 250
FR - Francia 249
CA - Canada 244
IN - India 236
JP - Giappone 175
HK - Hong Kong 165
FI - Finlandia 162
NL - Olanda 158
IR - Iran 156
AU - Australia 149
IQ - Iraq 139
JO - Giordania 139
TR - Turchia 113
IE - Irlanda 97
PT - Portogallo 93
ES - Italia 90
BD - Bangladesh 70
PK - Pakistan 68
MY - Malesia 58
PL - Polonia 56
ID - Indonesia 54
TH - Thailandia 53
EG - Egitto 52
MA - Marocco 52
TW - Taiwan 50
GR - Grecia 47
RO - Romania 39
AR - Argentina 37
MX - Messico 34
CH - Svizzera 31
DZ - Algeria 31
BE - Belgio 30
ZA - Sudafrica 29
PH - Filippine 26
KH - Cambogia 23
EC - Ecuador 19
UZ - Uzbekistan 19
CO - Colombia 18
PE - Perù 16
AE - Emirati Arabi Uniti 15
NO - Norvegia 15
DK - Danimarca 14
KE - Kenya 14
SA - Arabia Saudita 13
CI - Costa d'Avorio 12
CL - Cile 12
CZ - Repubblica Ceca 12
NZ - Nuova Zelanda 11
PY - Paraguay 11
TN - Tunisia 11
ET - Etiopia 9
HR - Croazia 9
QA - Qatar 9
VE - Venezuela 9
AZ - Azerbaigian 8
HU - Ungheria 8
IL - Israele 8
OM - Oman 8
SY - Repubblica araba siriana 8
EU - Europa 7
JM - Giamaica 7
LK - Sri Lanka 7
LY - Libia 7
ME - Montenegro 7
RS - Serbia 7
SK - Slovacchia (Repubblica Slovacca) 7
BO - Bolivia 6
BY - Bielorussia 6
LT - Lituania 6
NG - Nigeria 6
UG - Uganda 6
AL - Albania 5
KZ - Kazakistan 5
LB - Libano 5
NP - Nepal 5
SV - El Salvador 5
BG - Bulgaria 4
CR - Costa Rica 4
HN - Honduras 4
TT - Trinidad e Tobago 4
UY - Uruguay 4
BB - Barbados 3
BJ - Benin 3
EE - Estonia 3
KG - Kirghizistan 3
LV - Lettonia 3
MD - Moldavia 3
BA - Bosnia-Erzegovina 2
Totale 19.946
Città #
Milan 860
Ashburn 747
Singapore 728
San Jose 688
Santa Clara 496
Fairfield 460
Woodbridge 360
Chandler 351
Vienna 279
Wilmington 268
Council Bluffs 232
Houston 231
Beijing 221
Ann Arbor 203
Moscow 200
Seattle 186
Hefei 184
Seoul 182
Jacksonville 180
Boardman 165
The Dalles 164
Cambridge 158
London 133
Amman 130
Tokyo 128
Dearborn 122
Los Angeles 113
Ottawa 111
Lauterbourg 107
Redwood City 107
Ho Chi Minh City 106
Lawrence 99
North Charleston 96
Dublin 94
Hong Kong 91
Dong Ket 86
Dallas 82
Rome 78
Hanoi 72
São Paulo 68
Medford 67
Helsinki 62
Amsterdam 59
New York 53
Baghdad 48
Buffalo 45
Old Bridge 45
Frankfurt am Main 39
San Diego 38
Turin 38
Princeton 36
Bangkok 35
Des Moines 35
Istanbul 35
Naples 32
Jakarta 31
Orem 30
Brooklyn 29
Chennai 29
Tehran 29
Sherbrooke 28
Taipei 28
Bari 27
Guangzhou 27
Kenitra 27
Málaga 27
Shanghai 27
Toronto 26
Kent 25
Perth 25
Kuala Lumpur 23
Las Vegas 23
Mumbai 23
Rio de Janeiro 23
Warsaw 23
Melbourne 22
Manchester 21
Phnom Penh 21
Casablanca 20
Chicago 20
Sydney 20
Tianjin 20
Brasília 19
Central District 19
Phoenix 19
Athens 18
Barcelona 18
Karachi 18
Miami 18
Nanjing 18
Stockholm 18
Brussels 17
Cairo 17
Central 17
Columbus 17
Bologna 16
Braga 16
Como 16
Monza 16
Bengaluru 15
Totale 11.019
Nome #
Guide for the design and construction of externally bonded FRP systems for strengthening existing structures 2.320
FRP reinforcement in RC structures 1.037
Consolidamento delle strutture 478
Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Interventi di Consolidamento Statico mediante l’utilizzo di Compositi Fibrorinforzati Materiali, strutture di c.a. e di c.a.p., strutture murarie CNR-DT 200 R1/2013 414
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars 288
Effectiveness of FRP bar anchors for prestressed concrete members 269
Open issues on the use of carbon composite tendons as prestressed reinforcement of concrete members 247
Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement 241
Effect of the environment on the performance of GFRP reinforcing bars 235
Anchor system for tension testing of large diameter GFRP bars 233
Assessment of current guideline formulations for flexural strengthening of reinforced concrete beams using NSM reinforcement 223
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 222
Durability of glass FRP reinforcing bars: A state of the art 203
Algebrized approach for the finite element analysis of heterogeneous viscoelastic structures 203
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 192
Analisi di Travi Alte in Regime Viscoelastico Lineare 187
GFRP bars for internal reinforcement of concrete structures 187
Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment 185
Consolidamento delle strutture. Guida ai criteri, ai materiali e alle tecniche più utilizzati 180
A method to calculate the support length of beams resting on masonry walls 180
Analisi comparativa di due travi da ponte precompresse 176
A numerical method to analyse compact cross sections, 176
Behaviour under long-term loading of externally prestressed concrete beams 176
Analisi di travi alte in regime viscoelastico lineare 174
Elementi strutturali in calcestruzzo armati con barre in GFRP 174
Beams prestressed with unbonded tendons at ultimate 171
Creep analysis of compact cross-sections cast in consecutive stages - Part 2: Algebraic methods 167
Remarks on bond of GFRP rebars and concrete 166
Influence of sustained stress on the durability of glass FRP reinforcing bars 166
Debonding strain for steel-concrete composite slabs with trapezoidal metal deck 161
Materiali, strutture di c.a. e c.a.p., strutture murarie 159
A numerical model for externally prestressed beams, 157
Failure of RC beams strengthened in bending with unconventionally arranged CFRP laminates 157
Feasibility analysis of a movable bridge compensating for clearance deficit during floods 155
High temperature effects on the mechanical response of GFRP reinforced concrete members 154
Armature in composito fibrorinforzato 152
Use of bending test to determine the tensile strength and elastic modulus of GFRP bars 151
Survey on the interface behaviour in reinforced concrete beams strengthened with externally bonded FRP reinforcement 151
Long-term behavior of GFRP reinforcing bars 150
A numerical survey on the behaviour of beams pre-stressed with FRP cables 148
"CREEP ANALYSIS OF NON-HOMOGENEOUS CONCRETE STRUCTURES", 147
Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall 146
A proposal to improve the effectiveness of the deflection control method provided by eurocodes for concrete, timber, and composite slabs 146
Numerical analysis of creep problems", 145
Adhesive choice for near-surface-mounted reinforcement of wooden beams in historical buildings 144
Shear failure of RC elements strengthened with steel profiles and CFRP wraps 143
Mechanical behaviour modelling of a new anchor system for large diameter GFRP bars 142
Fatigue behaviour of concrete bridge deck slabs reinforced with GFRP bars 142
Methods for creep analysis of thin-walled precast prestressed concrete beams 142
Behavior of nonlinearly restrained slender bridge piers 140
Geometrical nonlinearity and length of external tendons 140
Enhancing Sustainability in Concrete Construction: Investigating the Benefits of Composite Slabs with Recycled Aggregates through Experimental Analysis 139
Influence of rebars in HI-Bond Steel-Concrete composite slabs 139
Comportamento a fatica di solette da ponte in calcestruzzo armate con barre in GFRP 139
Modified force method for the nonlinear analysis of FRP reinforced concrete beams 137
Cap. IX - Ritiro e viscosità; Cap. XII - Calcolo agli stati limite; Cap. XII - Verifiche agli stati limite ultimi; Cap. XIII - Stato limite di instabilità; Cap. XIV - Gli stati limite di esercizio 135
“Analisi in esercizio ed allo stato limite ultimo di elementi in c.a. e c.a.p. in parete sottile e profilo aperto soggetti a sollecitazioni di pressoflessione”, 135
Alcune osservazioni sul comportamento di travi precompresse con cavi non congruenti 134
Non-linear strain distributions due to temperature effects in compact cross-sections 132
Numerical modeling strategy for deteriorated concrete decks in SHM applications 131
Modelling high temperature effects on bridge slabs reinforced with GFRP rebars 130
Time-dependent analysis of launched bridges 128
Strengthening of Existing Timber Beams with NSM CFRP Plates 127
Strength of FRP RC sections after long-term loading 126
High temperature effects on concrete members reinforced with GFRP rebars 125
Effetti della precompressione sulla capacità portante ultima di sezioni ed elementi snelli in cemento armato 124
Membro della commissione 122
Numerical investigation on beams prestressed with FRP 122
Pre-stressing and Eurocode E.C.2 122
Creep analysis of compact cross sections casted in consecutive stages – Part 1: general method 121
SARCOS project: Numerical Modeling of Composite Slabs with Recycled Aggregates 119
Effectiveness of timber beam strengthening with the near-surface-mounted technique 119
Tensile and compressive behavior of thermoset and thermoplastic GFRP bars 118
Cap. IX - Ritiro e viscosità; Cap. XI - Calcolo agli stati limite; Cap. XII - Verifiche agli stati limite ultimi; Cap. XIII - Stato limite di instabilità; Cap. XIV - Gli stati limite di esercizio 118
Evaluation of bending strength of RC beams strengthened with FRP sheets 118
Adhesion of structural bonded oak timber joints: Direct shear test and analytical cohesive model 117
Effetti della precompressione sulla capacità portante ultima di elementi snelli in cemento armato 117
Numerical analysis of continuous beams prestressed with external tendons 115
Strengthening by means of external prestressing 112
Creep analysis of P.C. bridge beams repaired with external tendons 112
Valutazione teorica della capacità portante di elementi snelli in cemento armato e confronto con i risultati sperimentali 112
Cap. IX - Ritiro e viscosità; Cap. XI - Calcolo agli stati limite; Cap. XII - Verifiche agli stati limite ultimi; Cap. XIII - Gli stati limite di esercizio 111
Progetto allo stato limite ultimo di instabilità di elementi snelli in c.a. con armatura variabile lungo l’asse 110
On the effectiveness of vibration-based monitoring for integrity management of prestressed structures 109
Considerazioni sulla risoluzione numerica del problema di presso-flessione di sezioni in c.a. e c.a.p. 106
Creep and Shrinkage effects on the cable-stayed bridges behaviour 106
Comportamento a fatica ed in temperatura di elementi strutturali in calcestruzzo armati con barre in GFRP 106
Criteri di valutazione della capacità resistente dell’ancoraggio di una catena metallica nella muratura 106
Creep effects on long term behaviour of R.C. and P.C. cable-stayed bridges 105
General Analytical Model for the Bond Capacity of NSM FRP-Concrete Joints 104
LISA (Limit State Analysis) versione 4.0 103
Sul calcolo dei diagrammi di interazione di sezioni compatte in c.a. e c.a.p. 102
Comportamento in esercizio e resistenza allo stato limite ultimo di telai snelli prefabbricati con ritti precompressi 102
Indagine sul comportamento flessionale di travi in calcestruzzo armato placcate con FRP 101
Experimental Investigation on the Structural Performance of Steel-Concrete Composite Slabs Incorporating Recycled Aggregates from Construction and DemolitionWaste 101
Membro della commissione 97
Influenza di difetti locali sulla capacità portante ultima di elementi snelli in cemento armato 97
Mechanical behavior of composite slabs with recycled concrete aggregates: A preliminary study 95
Studio degli effetti del secondo ordine negli elementi a profilo aperto in parete sottile, a comportamento elasto-viscoso lineare 95
External prestressing - a numerical method 95
Totale 18.238
Categoria #
all - tutte 50.925
article - articoli 30.644
book - libri 1.815
conference - conferenze 6.765
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 7.201
Totale 97.350


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021234 0 0 0 0 0 0 0 0 0 0 0 234
2021/20221.598 87 153 112 146 222 97 89 83 118 97 124 270
2022/20231.574 185 110 125 130 159 134 85 83 264 86 122 91
2023/20241.090 82 115 106 97 126 73 55 105 31 82 61 157
2024/20252.928 61 146 135 92 481 309 166 248 405 167 369 349
2025/20268.288 1.039 1.420 459 831 341 415 1.098 412 774 940 357 202
Totale 20.217