FORABOSCHI, PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 14.464
EU - Europa 7.704
AS - Asia 7.540
AF - Africa 389
SA - Sud America 286
Continente sconosciuto - Info sul continente non disponibili 37
OC - Oceania 10
Totale 30.430
Nazione #
US - Stati Uniti d'America 14.000
CN - Cina 3.240
IT - Italia 1.867
SG - Singapore 1.709
HK - Hong Kong 1.671
UA - Ucraina 1.419
RU - Federazione Russa 930
DE - Germania 786
GB - Regno Unito 581
FR - Francia 466
FI - Finlandia 435
CA - Canada 411
SE - Svezia 403
PL - Polonia 237
IE - Irlanda 192
SN - Senegal 183
BR - Brasile 178
KR - Corea 174
IN - India 149
CI - Costa d'Avorio 129
TR - Turchia 113
BE - Belgio 105
VN - Vietnam 101
JP - Giappone 66
CH - Svizzera 60
IQ - Iraq 57
BD - Bangladesh 53
NL - Olanda 52
MX - Messico 41
PK - Pakistan 35
AR - Argentina 34
EU - Europa 34
ZA - Sudafrica 30
EC - Ecuador 26
ES - Italia 26
DK - Danimarca 25
MY - Malesia 21
IR - Iran 20
BG - Bulgaria 19
SA - Arabia Saudita 17
ID - Indonesia 16
LT - Lituania 16
UZ - Uzbekistan 14
CL - Cile 13
GR - Grecia 12
HR - Croazia 12
CO - Colombia 11
PT - Portogallo 10
PH - Filippine 9
VE - Venezuela 9
AE - Emirati Arabi Uniti 8
MA - Marocco 8
NP - Nepal 8
PY - Paraguay 8
AZ - Azerbaigian 7
LV - Lettonia 7
RO - Romania 7
CY - Cipro 6
EG - Egitto 6
KE - Kenya 6
TW - Taiwan 6
AL - Albania 5
AU - Australia 5
CZ - Repubblica Ceca 5
DZ - Algeria 5
EE - Estonia 5
JO - Giordania 5
KZ - Kazakistan 5
LB - Libano 5
AT - Austria 4
NZ - Nuova Zelanda 4
OM - Oman 4
PS - Palestinian Territory 4
TH - Thailandia 4
TN - Tunisia 4
BY - Bielorussia 3
ET - Etiopia 3
HU - Ungheria 3
IL - Israele 3
KG - Kirghizistan 3
LY - Libia 3
ME - Montenegro 3
NG - Nigeria 3
PE - Perù 3
SM - San Marino 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AO - Angola 2
BO - Bolivia 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
KH - Cambogia 2
MN - Mongolia 2
PA - Panama 2
RS - Serbia 2
SI - Slovenia 2
BB - Barbados 1
BH - Bahrain 1
CG - Congo 1
CU - Cuba 1
GA - Gabon 1
Totale 30.413
Città #
Hong Kong 1.664
Ashburn 1.295
Fairfield 1.148
Chandler 1.144
San Jose 1.071
Woodbridge 1.023
Singapore 819
Jacksonville 810
Ann Arbor 696
Houston 629
Nanjing 600
Wilmington 535
Dearborn 454
Seattle 449
San Mateo 434
Cambridge 401
Lawrence 376
Toronto 350
Beijing 343
Nanchang 260
The Dalles 232
Hefei 211
Chicago 195
Dublin 192
Dakar 183
Princeton 183
Shanghai 183
Kraków 168
Lauterbourg 165
London 164
Düsseldorf 159
Seoul 155
Dallas 154
Abidjan 129
Rome 118
Tianjin 114
Los Angeles 113
Shenyang 113
Jinan 102
Kunming 101
Milan 97
Brussels 91
Redmond 90
Council Bluffs 88
Changsha 86
Boardman 84
Brooklyn 84
Santa Clara 79
Hangzhou 76
Helsinki 76
San Diego 73
Hebei 71
New York 69
Venezia 69
Berlin 68
Bologna 66
Jiaxing 55
Warsaw 55
Philadelphia 54
Zhengzhou 51
Lanzhou 49
Venice 42
Zurich 42
Catania 38
Changchun 37
Frankfurt am Main 37
Ningbo 37
São Paulo 35
Guangzhou 34
Orem 33
Istanbul 30
Kocaeli 30
Denver 29
Montreal 28
Tokyo 28
Dong Ket 27
Florence 27
Naples 26
Phoenix 26
Atlanta 25
Munich 25
Napoli 25
Mumbai 24
Taizhou 24
Poplar 23
Boston 22
Chennai 21
Stockholm 21
Baghdad 20
Hanoi 20
Johannesburg 20
Norwalk 20
Ho Chi Minh City 17
Turin 17
Aarhus 16
Saint Petersburg 16
Aachen 15
Chiswick 15
San Francisco 15
Trento 15
Totale 20.168
Nome #
Esoscheletri : miglioramento sismico e rigenerazione architettonica : seconda parte 713
Esoscheletri : prerogative architettoniche e strutturali : prima parte 669
1. Introduction (1.1 Architectural engineering; 1.2 Strength of materials and reinforced concrete; 1.3 Social requirements) 430
Three-layered sandwich plate: Exact mathematical model 384
Analytical modeling to predict thermal shock failure and maximum temperature gradients of a glass panel 318
Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture 316
Appunti per una inedita epistemologia dell’ingegneria strutturale = Suggestions for a New Epistemology of Structural Engineering 301
Broken tempered Laminated Glass : non-linear discrete element modeling 301
Three-layered plate: Elasticity solution 299
Composite beam generally connected : Analytical model 271
Church of San Giuliano di Puglia: Seismic repair and upgrading 269
NEW METHODS FOR BONDING FRP STRIPS ONTO MASONRY STRUCTURES: EXPERIMENTAL RESULTS AND ANALYTICAL EVALUATIONS 266
Analytical model for laminated-glass plate 263
Sustainable structural design of tall buildings based on embodied energy 249
Non-linear static analysis of masonry buildings based on a strut-and-tie modeling 247
Experimental investigation on bricks from historical Venetian buildings subjected to moisture and salt crystallization 246
Analytical model to predict the lifetime of concrete members externally reinforced with FRP 245
Analytical Solution of Two-Layer Beam Taking into Account Non Linear Interlayer Slip 241
Mechanical behavior of the timber–terrazzo composite floor 241
Analytical Approach to Collapse Mechanisms of Circular Masonry Arch 238
Versatility of steel in correcting construction deficiencies and in seismic retrofitting of RC buildings 238
Resisting system and failure modes of masonry domes 238
Shear strength computation of Reinforced Concrete beams strengthened with composite materials 236
Hybrid Laminated-Glass plate: Design and assessment 229
Layered plate with discontinuous connection: Exact mathematical model 218
Predictive multiscale model of delayed debonding for concrete members with adhesively bonded external reinforcement 218
The central role played by structural design in enabling the construction of buildings that advanced and revolutionized architecture 214
Coupling effect between masonry spandrels and piers 209
Monitoraggio ed identificazione della cupola di Santa Maria del Fiore: Una metodologia per la conservazione e la salvaguardia 207
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 207
Effectiveness of novel methods to increase the FRP-masonry bond capacity 207
Load carrying capacity of masonry arch bridges 206
Strengthening of Masonry Arches with Fiber - Reinforced - Polymer Strips 205
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) 202
Art of Building and Mechanical Behavior of Masonry Panels 199
Optimal design of glass plates loaded transversally 197
Formulazioni e metodi di calcolo. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 196
Archi e volte in muratura 196
Modifying the recent past 196
Armature in compositi fibrosi a matrice polimerica per il conglomerato cementizio 193
Modeling of collapse mechanisms of thin reinforced concrete shells 192
Modelling of Masonry Panels by Truss Analogy – Part 2 189
Composite beam: non-linear analytical exact fully-developed model 188
An analytical functional for the evaluation of seismic damage in structures 187
Structural analysis and rehabilitation of reinforced concrete shells 187
A non-linear finite element approach to masonry arch and masonry flat arch 183
Numerical Modelling of the Collapse Mechanisms of Thin R.C. Shells 182
Adeguamento strutturale mediante rinforzi in composito: criteri di progetto e metodi di verifica”(Structural upgrading by using composite reinforcements: design criteria and assessment methods) 180
Architettura di vetro. Progettare con il vetro 177
In-plane behaviour of perforated brick masonry walls 176
Behavior and Failure Strength of Laminated Glass Beams 174
MODI DI COLLASSO E MOMENTO ULTIMO DI TRAVI PRECOMPRESSE CON ARMATURE ADERENTI IN COMPOSITI FIBRO-RINFORZATI A MATRICE POLIMERICA 173
Preliminary analysis of the data recorded by actual monitoring system of the Brunelleschi's Dome in Florence and comparison with historical data 173
Masonry cross-vaults and domes strengthened using advanced composite reinforcement 173
Modelling of Masonry Panels by Truss Analogy – Part 1 172
Volte in muratura rinforzate con F.R.P.: analisi del collasso 171
Modifying the recent past 171
Crollo di una mensola in Calcestruzzo Armato: interpretazione del comportamento a posteriori 168
Adeguamento funzionale di ponti e viadotti 168
Experimental characterization of non-linear behavior of monolithic glass 168
Strengthening of RC beams with vertical cracks 167
STUD SHEAR CONNECTOR BEHAVIOUR IN HIGH-STRENGTH CONCRETES: EXPERIMENTAL ANALYSIS AND NUMERICAL MODELING 165
Analisi statica non lineare di edifici in muratura esistenti mediante modelli strut and tie 163
Laminated glass column 161
Volte a botte ed archi. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 158
Volte in muratura con rinforzi in FRP 158
Analisi di pareti forate in muratura e in muratura armata: indagine sperimentale e analisi teorica 154
The Catalan vault in Gaudi and Le Corbusier 154
Monitoraggio ed identificazione strutturale 152
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. II parte 151
Driven Failure mechanism in fiber-reinforced plastic prestressed beams for ductility requirements 151
Appendice. Scheda I. Il rilievo meccanico: procedure per la definizione di un organismo edilizio 150
Alcuni interventi di restauro strutturale 149
La regola dell’arte e il comportamento meccanico dei pannelli in muratura 148
La cupola di Santa Maria del Fiore in Firenze: II parte – un modello per la conservazione 148
Adeguamento statico e sismico connesso al miglioramento funzionale dei ponti 147
Trave composta con interfaccia non-lineare: modello analitico 146
Structural analysis and damage evolution estimate of the “San Salvatore” Church in Florence, by means of survey and numerical modellings 146
Un intervento di recupero statico e adeguamento sismico. La chiesa di San Giuliano di Puglia 145
Nonlinear structural identification by the Hilbert Transform 144
La conoscenza meccanica quale strumento di conservazione e riabilitazione del costruito 144
fib Textbook for structural concrete 143
Structural analysis and seismic upgrading of reinforced concrete beams with vertical cracks 143
Experimental and theoretical analysis of masonry vaults with FRP reinforcements 143
Laminated glass subjected to compressive forces 143
S. Fosca e S. Maria Assunta a Torcello: ricostruzione di una possibile storia meccanica 143
Nonlinear analysis, repair and upgrading of a damaged thin R.C. shell 142
Vivere in città: progetti a Concordia. 142
The effect of bonding on the structural behaviour of masonry panels 142
Caratterizzazione strutturale di un telaio spaziale in acciaio mediante sperimentazione dinamica in campo elastico e post-elastico 141
Modifiying the recent past 141
The Arnolfo Tower: structural identification 140
Structural analysis and damage evaluation of existing masonry buildings by dynamic experimentation and numerical modeling 140
Progettazione di membrature precompresse con armature in composito: alcune linee guida 140
Volte in muratura rinforzate con FRP 140
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. I parte 139
Non-linear dynamic identification of masonry structures 139
Masonry vaults strengthened using FRP reinforcements 138
Adeguamento funzionale di ponti e viadotti 138
Volte in muratura rinforzate in F.R.P. : analisi al collasso 137
Totale 20.145
Categoria #
all - tutte 150.334
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 150.334


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021907 0 0 0 0 0 0 0 0 0 284 441 182
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
2024/20254.785 284 114 255 96 184 457 993 246 718 438 539 461
2025/20266.206 262 672 202 715 588 445 1.519 478 838 487 0 0
Totale 31.426