PISANI, MARCO ANDREA
 Distribuzione geografica
Continente #
NA - Nord America 7.135
EU - Europa 6.213
AS - Asia 4.775
SA - Sud America 851
AF - Africa 240
OC - Oceania 160
Continente sconosciuto - Info sul continente non disponibili 9
Totale 19.383
Nazione #
US - Stati Uniti d'America 6.831
IT - Italia 1.874
RU - Federazione Russa 1.582
SG - Singapore 1.297
CN - Cina 1.132
BR - Brasile 720
VN - Vietnam 477
GB - Regno Unito 445
UA - Ucraina 331
DE - Germania 290
AT - Austria 284
KR - Corea 251
SE - Svezia 250
FR - Francia 249
CA - Canada 240
IN - India 235
JP - Giappone 174
FI - Finlandia 161
HK - Hong Kong 161
IR - Iran 156
NL - Olanda 154
AU - Australia 148
JO - Giordania 139
IQ - Iraq 137
TR - Turchia 112
IE - Irlanda 97
PT - Portogallo 93
ES - Italia 88
PK - Pakistan 68
MY - Malesia 57
PL - Polonia 56
BD - Bangladesh 54
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 32
CH - Svizzera 31
DZ - Algeria 31
BE - Belgio 30
ZA - Sudafrica 29
PH - Filippine 25
KH - Cambogia 22
EC - Ecuador 19
UZ - Uzbekistan 19
CO - Colombia 17
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
LK - Sri Lanka 7
LY - Libia 7
RS - Serbia 7
SK - Slovacchia (Repubblica Slovacca) 7
BO - Bolivia 6
BY - Bielorussia 6
JM - Giamaica 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
HN - Honduras 4
ME - Montenegro 4
TT - Trinidad e Tobago 4
UY - Uruguay 4
BB - Barbados 3
BJ - Benin 3
CR - Costa Rica 3
EE - Estonia 3
KG - Kirghizistan 3
LV - Lettonia 3
BA - Bosnia-Erzegovina 2
CU - Cuba 2
Totale 19.352
Città #
Singapore 724
Ashburn 713
San Jose 667
Milan 642
Santa Clara 489
Fairfield 460
Woodbridge 360
Chandler 351
Vienna 279
Wilmington 267
Houston 228
Beijing 219
Ann Arbor 203
Moscow 200
Council Bluffs 194
Hefei 184
Seattle 184
Seoul 182
Jacksonville 180
The Dalles 164
Cambridge 158
Boardman 135
London 132
Amman 130
Tokyo 128
Dearborn 122
Ottawa 111
Lauterbourg 107
Redwood City 107
Ho Chi Minh City 106
Los Angeles 103
Lawrence 99
North Charleston 96
Dublin 94
Hong Kong 90
Dong Ket 86
Dallas 82
Hanoi 72
Rome 72
São Paulo 68
Medford 67
Helsinki 62
Amsterdam 59
New York 48
Baghdad 47
Old Bridge 45
Buffalo 42
Frankfurt am Main 39
San Diego 37
Princeton 36
Bangkok 35
Des Moines 35
Istanbul 35
Turin 35
Jakarta 31
Chennai 29
Tehran 29
Orem 28
Sherbrooke 28
Taipei 28
Brooklyn 27
Guangzhou 27
Kenitra 27
Málaga 27
Shanghai 26
Bari 25
Kent 25
Toronto 25
Naples 24
Perth 24
Las Vegas 23
Mumbai 23
Rio de Janeiro 23
Warsaw 23
Kuala Lumpur 22
Melbourne 22
Manchester 21
Casablanca 20
Phnom Penh 20
Sydney 20
Tianjin 20
Brasília 19
Central District 19
Athens 18
Chicago 18
Karachi 18
Miami 18
Nanjing 18
Stockholm 18
Brussels 17
Cairo 17
Central 17
Barcelona 16
Braga 16
Columbus 16
Como 16
Monza 16
Phoenix 16
Bengaluru 15
Florence 15
Totale 10.600
Nome #
Guide for the design and construction of externally bonded FRP systems for strengthening existing structures 2.249
FRP reinforcement in RC structures 1.027
Consolidamento delle strutture 417
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 354
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars 274
Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement 239
Effect of the environment on the performance of GFRP reinforcing bars 233
Anchor system for tension testing of large diameter GFRP bars 229
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 215
Effectiveness of FRP bar anchors for prestressed concrete members 214
Assessment of current guideline formulations for flexural strengthening of reinforced concrete beams using NSM reinforcement 214
Durability of glass FRP reinforcing bars: A state of the art 199
Algebrized approach for the finite element analysis of heterogeneous viscoelastic structures 199
Open issues on the use of carbon composite tendons as prestressed reinforcement of concrete members 192
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 190
Analisi di Travi Alte in Regime Viscoelastico Lineare 186
GFRP bars for internal reinforcement of concrete structures 182
Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment 180
A numerical method to analyse compact cross sections, 174
Analisi di travi alte in regime viscoelastico lineare 173
Consolidamento delle strutture. Guida ai criteri, ai materiali e alle tecniche più utilizzati 173
Behaviour under long-term loading of externally prestressed concrete beams 172
A method to calculate the support length of beams resting on masonry walls 172
Analisi comparativa di due travi da ponte precompresse 171
Elementi strutturali in calcestruzzo armati con barre in GFRP 171
Beams prestressed with unbonded tendons at ultimate 169
Creep analysis of compact cross-sections cast in consecutive stages - Part 2: Algebraic methods 165
Influence of sustained stress on the durability of glass FRP reinforcing bars 165
Remarks on bond of GFRP rebars and concrete 161
Debonding strain for steel-concrete composite slabs with trapezoidal metal deck 158
Materiali, strutture di c.a. e c.a.p., strutture murarie 158
Failure of RC beams strengthened in bending with unconventionally arranged CFRP laminates 155
A numerical model for externally prestressed beams, 154
High temperature effects on the mechanical response of GFRP reinforced concrete members 153
Feasibility analysis of a movable bridge compensating for clearance deficit during floods 151
Survey on the interface behaviour in reinforced concrete beams strengthened with externally bonded FRP reinforcement 148
Use of bending test to determine the tensile strength and elastic modulus of GFRP bars 147
Armature in composito fibrorinforzato 147
Long-term behavior of GFRP reinforcing bars 147
A numerical survey on the behaviour of beams pre-stressed with FRP cables 146
Numerical analysis of creep problems", 145
"CREEP ANALYSIS OF NON-HOMOGENEOUS CONCRETE STRUCTURES", 145
Methods for creep analysis of thin-walled precast prestressed concrete beams 142
Adhesive choice for near-surface-mounted reinforcement of wooden beams in historical buildings 141
Shear failure of RC elements strengthened with steel profiles and CFRP wraps 141
Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall 141
A proposal to improve the effectiveness of the deflection control method provided by eurocodes for concrete, timber, and composite slabs 141
Mechanical behaviour modelling of a new anchor system for large diameter GFRP bars 140
Fatigue behaviour of concrete bridge deck slabs reinforced with GFRP bars 140
Behavior of nonlinearly restrained slender bridge piers 138
Enhancing Sustainability in Concrete Construction: Investigating the Benefits of Composite Slabs with Recycled Aggregates through Experimental Analysis 137
Comportamento a fatica di solette da ponte in calcestruzzo armate con barre in GFRP 137
“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
Geometrical nonlinearity and length of external tendons 135
Influence of rebars in HI-Bond Steel-Concrete composite slabs 134
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 134
Modified force method for the nonlinear analysis of FRP reinforced concrete beams 134
Non-linear strain distributions due to temperature effects in compact cross-sections 132
Alcune osservazioni sul comportamento di travi precompresse con cavi non congruenti 131
Numerical modeling strategy for deteriorated concrete decks in SHM applications 129
Time-dependent analysis of launched bridges 128
Modelling high temperature effects on bridge slabs reinforced with GFRP rebars 127
Strength of FRP RC sections after long-term loading 126
Effetti della precompressione sulla capacità portante ultima di sezioni ed elementi snelli in cemento armato 124
High temperature effects on concrete members reinforced with GFRP rebars 124
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
Strengthening of Existing Timber Beams with NSM CFRP Plates 120
SARCOS project: Numerical Modeling of Composite Slabs with Recycled Aggregates 118
Membro della commissione 118
Evaluation of bending strength of RC beams strengthened with FRP sheets 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 117
Tensile and compressive behavior of thermoset and thermoplastic GFRP bars 116
Adhesion of structural bonded oak timber joints: Direct shear test and analytical cohesive model 114
Effectiveness of timber beam strengthening with the near-surface-mounted technique 114
Effetti della precompressione sulla capacità portante ultima di elementi snelli in cemento armato 114
Numerical analysis of continuous beams prestressed with external tendons 113
Strengthening by means of external prestressing 112
Creep analysis of P.C. bridge beams repaired with external tendons 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
Valutazione teorica della capacità portante di elementi snelli in cemento armato e confronto con i risultati sperimentali 109
Comportamento a fatica ed in temperatura di elementi strutturali in calcestruzzo armati con barre in GFRP 106
On the effectiveness of vibration-based monitoring for integrity management of prestressed structures 106
Creep and Shrinkage effects on the cable-stayed bridges behaviour 105
Creep effects on long term behaviour of R.C. and P.C. cable-stayed bridges 104
Criteri di valutazione della capacità resistente dell’ancoraggio di una catena metallica nella muratura 104
General Analytical Model for the Bond Capacity of NSM FRP-Concrete Joints 103
Considerazioni sulla risoluzione numerica del problema di presso-flessione di sezioni in c.a. e c.a.p. 102
Indagine sul comportamento flessionale di travi in calcestruzzo armato placcate con FRP 101
Comportamento in esercizio e resistenza allo stato limite ultimo di telai snelli prefabbricati con ritti precompressi 101
Experimental Investigation on the Structural Performance of Steel-Concrete Composite Slabs Incorporating Recycled Aggregates from Construction and DemolitionWaste 100
Sul calcolo dei diagrammi di interazione di sezioni compatte in c.a. e c.a.p. 99
Membro della commissione 97
Influenza di difetti locali sulla capacità portante ultima di elementi snelli in cemento armato 97
LISA (Limit State Analysis) versione 4.0 97
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 94
Mechanical behavior of composite slabs with recycled concrete aggregates: A preliminary study 93
Totale 17.689
Categoria #
all - tutte 48.240
article - articoli 29.202
book - libri 1.678
conference - conferenze 6.360
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 6.724
Totale 92.204


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021469 0 0 0 0 0 0 0 0 0 123 112 234
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
2025/20267.694 1.039 1.420 459 831 341 415 1.098 412 774 905 0 0
Totale 19.623