FORABOSCHI, PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 11.125
EU - Europa 5.515
AS - Asia 3.060
AF - Africa 183
Continente sconosciuto - Info sul continente non disponibili 36
SA - Sud America 16
OC - Oceania 4
Totale 19.939
Nazione #
US - Stati Uniti d'America 10.786
CN - Cina 2.272
UA - Ucraina 1.408
IT - Italia 1.346
DE - Germania 697
GB - Regno Unito 496
HK - Hong Kong 433
FI - Finlandia 364
CA - Canada 339
SE - Svezia 273
FR - Francia 251
PL - Polonia 194
IE - Irlanda 188
SG - Singapore 180
SN - Senegal 179
BE - Belgio 95
RU - Federazione Russa 84
CH - Svizzera 53
TR - Turchia 47
EU - Europa 34
VN - Vietnam 28
JP - Giappone 19
IR - Iran 18
BG - Bulgaria 16
IN - India 16
KR - Corea 14
MY - Malesia 12
DK - Danimarca 11
IQ - Iraq 7
PT - Portogallo 7
NL - Olanda 6
BR - Brasile 5
CZ - Repubblica Ceca 5
ES - Italia 5
PK - Pakistan 5
EC - Ecuador 4
NZ - Nuova Zelanda 4
CL - Cile 3
RO - Romania 3
SM - San Marino 3
TH - Thailandia 3
TW - Taiwan 3
A2 - ???statistics.table.value.countryCode.A2??? 2
HU - Ungheria 2
KZ - Kazakistan 2
NG - Nigeria 2
PE - Perù 2
PY - Paraguay 2
SI - Slovenia 2
AL - Albania 1
AT - Austria 1
CY - Cipro 1
EG - Egitto 1
GR - Grecia 1
HR - Croazia 1
ME - Montenegro 1
RS - Serbia 1
ZA - Sudafrica 1
Totale 19.939
Città #
Fairfield 1.148
Chandler 1.143
Woodbridge 1.023
Jacksonville 807
Ashburn 785
Ann Arbor 696
Houston 616
Nanjing 600
Wilmington 535
Dearborn 454
Seattle 438
San Mateo 434
Hong Kong 431
Cambridge 401
Lawrence 376
Toronto 333
Nanchang 260
Beijing 216
Dublin 188
Princeton 183
Dakar 179
Kraków 168
Düsseldorf 159
London 138
Shenyang 113
Tianjin 112
Jinan 102
Kunming 100
Singapore 97
Redmond 90
Boardman 83
Brussels 83
Changsha 78
Hebei 71
San Diego 70
Venezia 69
Hangzhou 66
Berlin 65
Rome 62
Brooklyn 61
Milan 57
Chicago 56
Jiaxing 55
Philadelphia 53
Zhengzhou 50
Lanzhou 48
Zurich 41
Changchun 37
Ningbo 37
Catania 33
Guangzhou 32
Bologna 30
Kocaeli 30
Dong Ket 27
Shanghai 27
Los Angeles 26
Napoli 25
Taizhou 24
Warsaw 22
Norwalk 20
Florence 17
Helsinki 17
Saint Petersburg 16
Aachen 15
Chiswick 15
Naples 15
Acton 14
Haikou 14
Venice 12
Hefei 11
Islington 11
Old Bridge 11
Verona 11
Kilburn 10
Atlanta 9
Istanbul 9
Miami 9
Monmouth Junction 9
Padova 9
Torino 9
Aarhus 8
Ardabil 8
Augusta 8
Brescia 8
Grevenbroich 8
Indiana 8
Las Vegas 8
Mumbai 8
Palermo 8
Castelfranco 7
Dormagen 7
Fuzhou 7
Ghent 7
Hanover 7
Modena 7
Phoenix 7
Secaucus 7
Tappahannock 7
Bracigliano 6
Cesena 6
Totale 14.153
Nome #
Esoscheletri : miglioramento sismico e rigenerazione architettonica : seconda parte 614
Esoscheletri : prerogative architettoniche e strutturali : prima parte 519
Three-layered sandwich plate: Exact mathematical model 322
Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture 260
Three-layered plate: Elasticity solution 260
Composite beam generally connected : Analytical model 235
Analytical modeling to predict thermal shock failure and maximum temperature gradients of a glass panel 233
Broken tempered Laminated Glass : non-linear discrete element modeling 226
1. Introduction (1.1 Architectural engineering; 1.2 Strength of materials and reinforced concrete; 1.3 Social requirements) 217
Church of San Giuliano di Puglia: Seismic repair and upgrading 213
Sustainable structural design of tall buildings based on embodied energy 208
NEW METHODS FOR BONDING FRP STRIPS ONTO MASONRY STRUCTURES: EXPERIMENTAL RESULTS AND ANALYTICAL EVALUATIONS 203
Versatility of steel in correcting construction deficiencies and in seismic retrofitting of RC buildings 202
Resisting system and failure modes of masonry domes 197
Non-linear static analysis of masonry buildings based on a strut-and-tie modeling 196
Shear strength computation of Reinforced Concrete beams strengthened with composite materials 193
The central role played by structural design in enabling the construction of buildings that advanced and revolutionized architecture 180
Analytical model for laminated-glass plate 179
Predictive multiscale model of delayed debonding for concrete members with adhesively bonded external reinforcement 178
Experimental investigation on bricks from historical Venetian buildings subjected to moisture and salt crystallization 176
Hybrid Laminated-Glass plate: Design and assessment 174
Analytical model to predict the lifetime of concrete members externally reinforced with FRP 174
Effectiveness of novel methods to increase the FRP-masonry bond capacity 171
Structural layout that takes full advantage of the capabilities and opportunities afforded by two-way RC floors, coupled with the selection of the best technique, to avoid serviceability failures 167
Analytical Approach to Collapse Mechanisms of Circular Masonry Arch 166
Strengthening of Masonry Arches with Fiber - Reinforced - Polymer Strips 165
Analytical Solution of Two-Layer Beam Taking into Account Non Linear Interlayer Slip 164
Modeling of collapse mechanisms of thin reinforced concrete shells 163
Monitoraggio ed identificazione della cupola di Santa Maria del Fiore: Una metodologia per la conservazione e la salvaguardia 163
Layered plate with discontinuous connection: Exact mathematical model 163
Coupling effect between masonry spandrels and piers 161
Load carrying capacity of masonry arch bridges 161
Mechanical behavior of the timber–terrazzo composite floor 157
Structural analysis and rehabilitation of reinforced concrete shells 157
Optimal design of glass plates loaded transversally 151
Numerical Modelling of the Collapse Mechanisms of Thin R.C. Shells 147
Composite beam: non-linear analytical exact fully-developed model 141
Behavior and Failure Strength of Laminated Glass Beams 138
Appunti per una inedita epistemologia dell’ingegneria strutturale =Suggestions for a New Epistemology of Structural Engineering 134
Experimental characterization of non-linear behavior of monolithic glass 132
Modelling of Masonry Panels by Truss Analogy – Part 1 125
Armature in compositi fibrosi a matrice polimerica per il conglomerato cementizio 125
Modifying the recent past 125
Modelling of Masonry Panels by Truss Analogy – Part 2 124
Formulazioni e metodi di calcolo. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 123
Art of Building and Mechanical Behavior of Masonry Panels 122
Volte a botte ed archi. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 116
Masonry cross-vaults and domes strengthened using advanced composite reinforcement 116
Preliminary analysis of the data recorded by actual monitoring system of the Brunelleschi's Dome in Florence and comparison with historical data 115
Modifying the recent past 114
The Catalan vault in Gaudi and Le Corbusier 111
STUD SHEAR CONNECTOR BEHAVIOUR IN HIGH-STRENGTH CONCRETES: EXPERIMENTAL ANALYSIS AND NUMERICAL MODELING 110
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. I parte 109
Archi e volte in muratura 109
Optimal Design of Seismic Resistant RC Columns 108
Predictive formulation for the ultimate combinations of axial force and bending moment attainable by steel members 106
La regola dell’arte e il comportamento meccanico dei pannelli in muratura 104
Architettura di vetro. Progettare con il vetro 104
Analisi limite ultima di strutture in muratura con materiali compositi incollati al contorno (Ultimate limit analysis of masonry structures strengthened using externally bonded composite reinforcements) 104
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. II parte 103
A non-linear finite element approach to masonry arch and masonry flat arch 103
Un intervento di recupero statico e adeguamento sismico. La chiesa di San Giuliano di Puglia 103
In-plane behaviour of perforated brick masonry walls 102
Structural analysis and damage evolution estimate of the “San Salvatore” Church in Florence, by means of survey and numerical modellings 102
Lateral load-carrying capacity of steel columns with fixed-roller end supports 102
fib Textbook for structural concrete 101
An analytical functional for the evaluation of seismic damage in structures 101
MODI DI COLLASSO E MOMENTO ULTIMO DI TRAVI PRECOMPRESSE CON ARMATURE ADERENTI IN COMPOSITI FIBRO-RINFORZATI A MATRICE POLIMERICA 100
Nonlinear analysis, repair and upgrading of a damaged thin R.C. shell 98
S. Fosca e S. Maria Assunta a Torcello: ricostruzione di una possibile storia meccanica 98
Crollo di una mensola in Calcestruzzo Armato: interpretazione del comportamento a posteriori 97
Adeguamento strutturale mediante rinforzi in composito: criteri di progetto e metodi di verifica”(Structural upgrading by using composite reinforcements: design criteria and assessment methods) 97
Laminated glass column 96
Stati Limite Ultimi lato muratura: modellazione della rottura di strutture murarie armate in composito 95
La conoscenza meccanica quale strumento di conservazione e riabilitazione del costruito 95
Volte in muratura con rinforzi in FRP 95
Limit analysis of masonry domes: two case studies 94
Structural analysis and damage evaluation of existing masonry buildings by dynamic experimentation and numerical modeling 93
Volte in muratura rinforzate con F.R.P.: analisi del collasso 93
Note sulle metodologie del recupero strutturale di costruzioni in muratura 93
Maintenance of the «Ponte Vecchio» historical bridge in Florence 92
Laminated glass subjected to compressive forces 92
Rinforzo a taglio di travi esistenti in C.A. assoggettate a carichi concentrati (Shear strengthening of existing Reinforced-Concrete beams subjected to concentrated forces) 92
Nonlinear structural identification by the Hilbert Transform 91
Debonding of FRP external reinforcement epoxy-bonded to masonry vaults 91
Strength assessment of masonry arch retrofitted using composite reinforcements 90
Comportamento strutturale di volte a padiglione con e senza rinforzi in FRP 90
Caratterizzazione strutturale di un telaio spaziale in acciaio mediante sperimentazione dinamica in campo elastico e post-elastico 89
Structural analysis and seismic upgrading of reinforced concrete beams with vertical cracks 89
Non-linear dynamic identification of masonry structures 89
Adeguamento funzionale di ponti e viadotti 89
Volte in muratura rinforzate con FRP 89
Monitoring System of the Brunelleschi's Dome in Florence: Interpretations of the Recorded Data 88
Trave composta con interfaccia non-lineare: modello analitico 88
Masonry Cloist-Vault: Collapse Behavior and Rehabilitation with Composite Materials 88
Compression use of structural glass and glass structures 88
The Arnolfo Tower: structural identification 87
Analisi statica non lineare di edifici in muratura esistenti mediante modelli strut and tie 87
Monitoraggio ed identificazione strutturale 87
Normative sismiche di ultima generazione: edifici con struttura in muratura 86
Totale 14.173
Categoria #
all - tutte 94.356
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 94.356


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20204.163 0 154 272 989 162 662 369 401 239 444 211 260
2020/20213.347 359 319 367 319 226 325 188 239 98 284 441 182
2021/20222.267 473 517 273 131 73 54 41 349 84 167 74 31
2022/20233.133 600 293 133 393 298 471 71 192 379 72 140 91
2023/20241.774 182 67 98 74 126 206 203 347 250 44 66 111
2024/2025349 284 65 0 0 0 0 0 0 0 0 0 0
Totale 20.784