PISANI, MARCO ANDREA
 Distribuzione geografica
Continente #
NA - Nord America 5.641
EU - Europa 5.445
AS - Asia 3.606
SA - Sud America 812
AF - Africa 192
OC - Oceania 156
Continente sconosciuto - Info sul continente non disponibili 9
Totale 15.861
Nazione #
US - Stati Uniti d'America 5.363
RU - Federazione Russa 1.570
IT - Italia 1.399
SG - Singapore 1.009
CN - Cina 871
BR - Brasile 694
GB - Regno Unito 408
UA - Ucraina 327
VN - Vietnam 326
AT - Austria 283
DE - Germania 264
SE - Svezia 245
CA - Canada 225
IN - India 203
IR - Iran 155
NL - Olanda 147
AU - Australia 145
FI - Finlandia 144
JO - Giordania 135
FR - Francia 130
IQ - Iraq 130
TR - Turchia 108
KR - Corea 104
IE - Irlanda 96
HK - Hong Kong 90
PT - Portogallo 87
ES - Italia 71
PK - Pakistan 63
JP - Giappone 61
MY - Malesia 54
EG - Egitto 50
ID - Indonesia 48
PL - Polonia 44
BD - Bangladesh 39
GR - Grecia 38
RO - Romania 38
AR - Argentina 35
TW - Taiwan 33
TH - Thailandia 32
CH - Svizzera 29
MX - Messico 29
ZA - Sudafrica 26
BE - Belgio 25
DZ - Algeria 25
MA - Marocco 25
KH - Cambogia 22
PH - Filippine 20
EC - Ecuador 17
CO - Colombia 16
PE - Perù 16
UZ - Uzbekistan 16
AE - Emirati Arabi Uniti 15
NO - Norvegia 15
DK - Danimarca 13
CI - Costa d'Avorio 12
KE - Kenya 11
CL - Cile 10
CZ - Repubblica Ceca 10
NZ - Nuova Zelanda 10
SA - Arabia Saudita 10
HR - Croazia 9
PY - Paraguay 9
QA - Qatar 9
ET - Etiopia 8
HU - Ungheria 8
SY - Repubblica araba siriana 8
TN - Tunisia 8
AZ - Azerbaigian 7
EU - Europa 7
LK - Sri Lanka 7
LY - Libia 7
RS - Serbia 7
BO - Bolivia 6
SK - Slovacchia (Repubblica Slovacca) 6
UG - Uganda 6
VE - Venezuela 6
AL - Albania 5
BY - Bielorussia 5
IL - Israele 5
JM - Giamaica 5
LB - Libano 5
NG - Nigeria 5
BG - Bulgaria 4
KZ - Kazakistan 4
ME - Montenegro 4
OM - Oman 4
TT - Trinidad e Tobago 4
BB - Barbados 3
BJ - Benin 3
EE - Estonia 3
HN - Honduras 3
LT - Lituania 3
NP - Nepal 3
UY - Uruguay 3
CR - Costa Rica 2
CU - Cuba 2
DO - Repubblica Dominicana 2
GE - Georgia 2
KG - Kirghizistan 2
LV - Lettonia 2
Totale 15.837
Città #
Singapore 566
Ashburn 504
Santa Clara 478
Fairfield 460
Woodbridge 360
Chandler 351
Vienna 278
Milan 271
Wilmington 267
Houston 226
Beijing 204
Ann Arbor 203
Moscow 200
Seattle 183
Hefei 182
Jacksonville 180
Cambridge 158
Council Bluffs 137
Boardman 135
Amman 126
London 126
Dearborn 122
Ottawa 111
Redwood City 107
Lawrence 99
Dublin 93
Dong Ket 86
Los Angeles 76
Ho Chi Minh City 68
Medford 67
Rome 67
Dallas 65
São Paulo 59
Amsterdam 56
Baghdad 46
Helsinki 45
Old Bridge 45
Hanoi 39
Seoul 38
San Diego 37
Princeton 36
Buffalo 35
Des Moines 34
Istanbul 33
Turin 32
Jakarta 30
Tehran 29
New York 28
Sherbrooke 28
Málaga 27
Brooklyn 26
Bangkok 25
Frankfurt am Main 25
Hong Kong 25
Kent 25
Perth 24
Naples 22
Rio de Janeiro 22
Toronto 22
Bari 20
Casablanca 20
Melbourne 20
Mumbai 20
Phnom Penh 20
Brasília 19
Central District 19
Chennai 19
Kuala Lumpur 19
Sydney 19
The Dalles 18
Tokyo 18
Central 17
Miami 17
Nanjing 17
Shanghai 17
Braga 16
Cairo 16
Columbus 16
Como 16
Manchester 16
Monza 16
Brussels 15
Chicago 15
Guangzhou 15
Karachi 15
Zhengzhou 15
Athens 14
Bengaluru 14
Stockholm 14
Barcelos 13
Bologna 13
Florence 13
Lima 13
Porto 13
Taipei 13
Tianjin 13
Aachen 12
Brisbane 12
Johannesburg 12
Lisbon 12
Totale 8.100
Nome #
Guide for the design and construction of externally bonded FRP systems for strengthening existing structures 2.064
FRP reinforcement in RC structures 957
Consolidamento delle strutture 329
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 239
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars 226
Evaluation of the effectiveness of current guidelines in determining the strength of RC beams retrofitted by means of NSM reinforcement 201
Anchor system for tension testing of large diameter GFRP bars 200
Effect of the environment on the performance of GFRP reinforcing bars 200
Assessment of current guideline formulations for flexural strengthening of reinforced concrete beams using NSM reinforcement 186
Application of Externally Bonded Inorganic-Matrix Composites to Existing Masonry Structures 183
Durability of glass FRP reinforcing bars: A state of the art 175
Analisi di Travi Alte in Regime Viscoelastico Lineare 164
Algebrized approach for the finite element analysis of heterogeneous viscoelastic structures 161
Beams prestressed with unbonded tendons at ultimate 154
Design of FRCM Strengthened Masonry Walls Subjected to Out-of-Plane Loading According to CNR-DT 215: Discussion of the α Coefficient 153
Analisi comparativa di due travi da ponte precompresse 153
Behaviour under long-term loading of externally prestressed concrete beams 151
GFRP bars for internal reinforcement of concrete structures 150
A numerical method to analyse compact cross sections, 148
Analisi di travi alte in regime viscoelastico lineare 145
Elementi strutturali in calcestruzzo armati con barre in GFRP 145
Remarks on bond of GFRP rebars and concrete 142
Creep analysis of compact cross-sections cast in consecutive stages - Part 2: Algebraic methods 140
Failure of RC beams strengthened in bending with unconventionally arranged CFRP laminates 137
Influence of sustained stress on the durability of glass FRP reinforcing bars 135
Materiali, strutture di c.a. e c.a.p., strutture murarie 134
Debonding strain for steel-concrete composite slabs with trapezoidal metal deck 130
Consolidamento delle strutture. Guida ai criteri, ai materiali e alle tecniche più utilizzati 130
Armature in composito fibrorinforzato 127
Behavior of nonlinearly restrained slender bridge piers 126
A numerical model for externally prestressed beams, 126
Feasibility analysis of a movable bridge compensating for clearance deficit during floods 126
A numerical survey on the behaviour of beams pre-stressed with FRP cables 125
Geometrical nonlinearity and length of external tendons 124
Survey on the interface behaviour in reinforced concrete beams strengthened with externally bonded FRP reinforcement 124
Mechanical behaviour modelling of a new anchor system for large diameter GFRP bars 123
Long-term behavior of GFRP reinforcing bars 122
Methods for creep analysis of thin-walled precast prestressed concrete beams 121
Comportamento a fatica di solette da ponte in calcestruzzo armate con barre in GFRP 118
"CREEP ANALYSIS OF NON-HOMOGENEOUS CONCRETE STRUCTURES", 118
Fatigue behaviour of concrete bridge deck slabs reinforced with GFRP bars 118
Non-linear strain distributions due to temperature effects in compact cross-sections 116
A method to calculate the support length of beams resting on masonry walls 115
“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”, 114
Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall 113
Pre-stressing and Eurocode E.C.2 113
Time-dependent analysis of launched bridges 112
Numerical investigation on beams prestressed with FRP 111
Strength of FRP RC sections after long-term loading 110
Use of bending test to determine the tensile strength and elastic modulus of GFRP bars 109
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 109
Alcune osservazioni sul comportamento di travi precompresse con cavi non congruenti 109
Modified force method for the nonlinear analysis of FRP reinforced concrete beams 109
Influence of rebars in HI-Bond Steel-Concrete composite slabs 106
Numerical analysis of creep problems", 106
Effetti della precompressione sulla capacità portante ultima di sezioni ed elementi snelli in cemento armato 106
Evaluation of bending strength of RC beams strengthened with FRP sheets 106
High temperature effects on concrete members reinforced with GFRP rebars 106
Shear failure of RC elements strengthened with steel profiles and CFRP wraps 106
Creep analysis of compact cross sections casted in consecutive stages – Part 1: general method 106
Membro della commissione 105
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 104
Effectiveness of FRP bar anchors for prestressed concrete members 103
Modelling high temperature effects on bridge slabs reinforced with GFRP rebars 103
High temperature effects on the mechanical response of GFRP reinforced concrete members 102
Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment 101
Numerical modeling strategy for deteriorated concrete decks in SHM applications 100
Strengthening by means of external prestressing 97
Enhancing Sustainability in Concrete Construction: Investigating the Benefits of Composite Slabs with Recycled Aggregates through Experimental Analysis 95
A proposal to improve the effectiveness of the deflection control method provided by eurocodes for concrete, timber, and composite slabs 95
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 93
Creep effects on long term behaviour of R.C. and P.C. cable-stayed bridges 91
Considerazioni sulla risoluzione numerica del problema di presso-flessione di sezioni in c.a. e c.a.p. 91
Effetti della precompressione sulla capacità portante ultima di elementi snelli in cemento armato 91
Numerical analysis of continuous beams prestressed with external tendons 91
Creep analysis of P.C. bridge beams repaired with external tendons 90
Valutazione teorica della capacità portante di elementi snelli in cemento armato e confronto con i risultati sperimentali 89
Adhesive choice for near-surface-mounted reinforcement of wooden beams in historical buildings 87
Comportamento a fatica ed in temperatura di elementi strutturali in calcestruzzo armati con barre in GFRP 87
Criteri di valutazione della capacità resistente dell’ancoraggio di una catena metallica nella muratura 87
On the effectiveness of vibration-based monitoring for integrity management of prestressed structures 87
SARCOS project: Numerical Modeling of Composite Slabs with Recycled Aggregates 86
Progetto allo stato limite ultimo di instabilità di elementi snelli in c.a. con armatura variabile lungo l’asse 86
Comportamento in esercizio e resistenza allo stato limite ultimo di telai snelli prefabbricati con ritti precompressi 86
Indagine sul comportamento flessionale di travi in calcestruzzo armato placcate con FRP 85
Creep and Shrinkage effects on the cable-stayed bridges behaviour 85
Tensile and compressive behavior of thermoset and thermoplastic GFRP bars 84
External prestressing - a numerical method 84
General Analytical Model for the Bond Capacity of NSM FRP-Concrete Joints 84
Adhesion of structural bonded oak timber joints: Direct shear test and analytical cohesive model 83
Membro della commissione 83
Open issues on the use of carbon composite tendons as prestressed reinforcement of concrete members 82
Sul calcolo dei diagrammi di interazione di sezioni compatte in c.a. e c.a.p. 82
Studio degli effetti del secondo ordine negli elementi a profilo aperto in parete sottile, a comportamento elasto-viscoso lineare 81
Influenza di difetti locali sulla capacità portante ultima di elementi snelli in cemento armato 80
Strengthening of Existing Timber Beams with NSM CFRP Plates 78
Membro della commissione 76
Un problema viabilistico risolto con un ponte a piccolo raggio di curvatura 75
Long-term behaviour of beams prestressed with aramid fibre cables. Part 1: a general method 75
LISA (Limit State Analysis) versione 4.0 74
Totale 14.650
Categoria #
all - tutte 42.672
article - articoli 26.008
book - libri 1.413
conference - conferenze 5.498
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5.890
Totale 81.481


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021983 0 0 0 0 0 153 109 126 126 123 112 234
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
2025/20264.169 1.039 1.420 459 831 341 79 0 0 0 0 0 0
Totale 16.098