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FORABOSCHI, PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 11.275
EU - Europa 5.631
AS - Asia 3.330
AF - Africa 183
Continente sconosciuto - Info sul continente non disponibili 36
SA - Sud America 17
OC - Oceania 4
Totale 20.476
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Nazione #
US - Stati Uniti d'America 10.927
CN - Cina 2.287
IT - Italia 1.431
UA - Ucraina 1.411
DE - Germania 703
GB - Regno Unito 499
HK - Hong Kong 433
SG - Singapore 396
FI - Finlandia 365
CA - Canada 345
SE - Svezia 274
FR - Francia 252
PL - Polonia 194
IE - Irlanda 188
SN - Senegal 179
BE - Belgio 98
RU - Federazione Russa 84
TR - Turchia 62
CH - Svizzera 53
EU - Europa 34
VN - Vietnam 28
JP - Giappone 26
IR - Iran 19
IN - India 18
KR - Corea 18
BG - Bulgaria 16
DK - Danimarca 12
MY - Malesia 12
NL - Olanda 12
IQ - Iraq 7
PT - Portogallo 7
PK - Pakistan 6
BR - Brasile 5
CZ - Repubblica Ceca 5
EC - Ecuador 5
ES - Italia 5
TW - Taiwan 5
LT - Lituania 4
NZ - Nuova Zelanda 4
CL - Cile 3
CY - Cipro 3
GR - Grecia 3
KZ - Kazakistan 3
MX - Messico 3
RO - Romania 3
SM - San Marino 3
TH - Thailandia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
HU - Ungheria 2
ID - Indonesia 2
NG - Nigeria 2
PE - Perù 2
PY - Paraguay 2
SI - Slovenia 2
AL - Albania 1
AT - Austria 1
AZ - Azerbaigian 1
EG - Egitto 1
HR - Croazia 1
KG - Kirghizistan 1
ME - Montenegro 1
RS - Serbia 1
ZA - Sudafrica 1
Totale 20.476
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Città #
Fairfield 1.148
Chandler 1.143
Woodbridge 1.023
Jacksonville 807
Ashburn 806
Ann Arbor 696
Houston 616
Nanjing 600
Wilmington 535
Dearborn 454
Seattle 438
San Mateo 434
Hong Kong 431
Cambridge 401
Lawrence 376
Toronto 334
Singapore 269
Nanchang 260
Beijing 216
Dublin 188
Princeton 183
Dakar 179
Kraków 168
Düsseldorf 159
London 139
Shenyang 113
Tianjin 113
Jinan 102
Kunming 100
Redmond 90
Brussels 84
Boardman 83
Changsha 78
Rome 75
Hebei 71
San Diego 70
Venezia 69
Hangzhou 68
Berlin 65
Milan 62
Brooklyn 61
Chicago 56
Jiaxing 55
Philadelphia 53
Zhengzhou 50
Lanzhou 48
Zurich 41
Santa Clara 40
Changchun 37
Ningbo 37
Catania 33
Guangzhou 33
Los Angeles 32
Bologna 31
Shanghai 31
Kocaeli 30
Dong Ket 27
Napoli 25
Taizhou 24
Warsaw 22
Istanbul 21
Naples 20
Norwalk 20
Florence 17
Helsinki 17
Saint Petersburg 16
Venice 16
Aachen 15
Chiswick 15
Acton 14
Haikou 14
Hefei 11
Islington 11
Old Bridge 11
Verona 11
Brescia 10
Kilburn 10
Aarhus 9
Atlanta 9
Miami 9
Modena 9
Monmouth Junction 9
Padova 9
Torino 9
Ardabil 8
Augusta 8
Grevenbroich 8
Indiana 8
Las Vegas 8
Mira 8
Mumbai 8
Palermo 8
Phoenix 8
Castelfranco 7
Dormagen 7
Fuzhou 7
Ghent 7
Hanover 7
Secaucus 7
Tappahannock 7
Totale 14.445
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Nome #
Esoscheletri : miglioramento sismico e rigenerazione architettonica : seconda parte 633
Esoscheletri : prerogative architettoniche e strutturali : prima parte 543
Three-layered sandwich plate: Exact mathematical model 325
Three-layered plate: Elasticity solution 262
Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture 261
Analytical modeling to predict thermal shock failure and maximum temperature gradients of a glass panel 239
Composite beam generally connected : Analytical model 236
Broken tempered Laminated Glass : non-linear discrete element modeling 229
1. Introduction (1.1 Architectural engineering; 1.2 Strength of materials and reinforced concrete; 1.3 Social requirements) 227
Church of San Giuliano di Puglia: Seismic repair and upgrading 216
Sustainable structural design of tall buildings based on embodied energy 209
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 200
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
Analytical model for laminated-glass plate 184
The central role played by structural design in enabling the construction of buildings that advanced and revolutionized architecture 183
Experimental investigation on bricks from historical Venetian buildings subjected to moisture and salt crystallization 181
Analytical model to predict the lifetime of concrete members externally reinforced with FRP 181
Predictive multiscale model of delayed debonding for concrete members with adhesively bonded external reinforcement 179
Appunti per una inedita epistemologia dell’ingegneria strutturale =Suggestions for a New Epistemology of Structural Engineering 177
Hybrid Laminated-Glass plate: Design and assessment 175
Effectiveness of novel methods to increase the FRP-masonry bond capacity 172
Analytical Approach to Collapse Mechanisms of Circular Masonry Arch 171
Analytical Solution of Two-Layer Beam Taking into Account Non Linear Interlayer Slip 169
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 168
Strengthening of Masonry Arches with Fiber - Reinforced - Polymer Strips 166
Monitoraggio ed identificazione della cupola di Santa Maria del Fiore: Una metodologia per la conservazione e la salvaguardia 165
Layered plate with discontinuous connection: Exact mathematical model 165
Modeling of collapse mechanisms of thin reinforced concrete shells 164
Coupling effect between masonry spandrels and piers 162
Load carrying capacity of masonry arch bridges 162
Structural analysis and rehabilitation of reinforced concrete shells 160
Mechanical behavior of the timber–terrazzo composite floor 158
Optimal design of glass plates loaded transversally 153
Numerical Modelling of the Collapse Mechanisms of Thin R.C. Shells 151
Composite beam: non-linear analytical exact fully-developed model 142
Behavior and Failure Strength of Laminated Glass Beams 140
Experimental characterization of non-linear behavior of monolithic glass 134
Modifying the recent past 130
Modelling of Masonry Panels by Truss Analogy – Part 1 129
Armature in compositi fibrosi a matrice polimerica per il conglomerato cementizio 129
Modelling of Masonry Panels by Truss Analogy – Part 2 127
Formulazioni e metodi di calcolo. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 126
Art of Building and Mechanical Behavior of Masonry Panels 125
Masonry cross-vaults and domes strengthened using advanced composite reinforcement 119
Volte a botte ed archi. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 118
Preliminary analysis of the data recorded by actual monitoring system of the Brunelleschi's Dome in Florence and comparison with historical data 118
The Catalan vault in Gaudi and Le Corbusier 116
Modifying the recent past 115
STUD SHEAR CONNECTOR BEHAVIOUR IN HIGH-STRENGTH CONCRETES: EXPERIMENTAL ANALYSIS AND NUMERICAL MODELING 113
Archi e volte in muratura 113
Predictive formulation for the ultimate combinations of axial force and bending moment attainable by steel members 111
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. I parte 110
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) 109
Architettura di vetro. Progettare con il vetro 108
A non-linear finite element approach to masonry arch and masonry flat arch 108
Optimal Design of Seismic Resistant RC Columns 108
La regola dell’arte e il comportamento meccanico dei pannelli in muratura 106
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. II parte 106
An analytical functional for the evaluation of seismic damage in structures 105
In-plane behaviour of perforated brick masonry walls 104
Un intervento di recupero statico e adeguamento sismico. La chiesa di San Giuliano di Puglia 104
Lateral load-carrying capacity of steel columns with fixed-roller end supports 104
fib Textbook for structural concrete 103
Crollo di una mensola in Calcestruzzo Armato: interpretazione del comportamento a posteriori 103
MODI DI COLLASSO E MOMENTO ULTIMO DI TRAVI PRECOMPRESSE CON ARMATURE ADERENTI IN COMPOSITI FIBRO-RINFORZATI A MATRICE POLIMERICA 102
Structural analysis and damage evolution estimate of the “San Salvatore” Church in Florence, by means of survey and numerical modellings 102
Adeguamento strutturale mediante rinforzi in composito: criteri di progetto e metodi di verifica”(Structural upgrading by using composite reinforcements: design criteria and assessment methods) 101
S. Fosca e S. Maria Assunta a Torcello: ricostruzione di una possibile storia meccanica 100
Laminated glass column 99
Volte in muratura con rinforzi in FRP 99
Nonlinear analysis, repair and upgrading of a damaged thin R.C. shell 98
Monitoraggio ed identificazione strutturale 97
Limit analysis of masonry domes: two case studies 97
La conoscenza meccanica quale strumento di conservazione e riabilitazione del costruito 96
Rinforzo a taglio di travi esistenti in C.A. assoggettate a carichi concentrati (Shear strengthening of existing Reinforced-Concrete beams subjected to concentrated forces) 96
Stati Limite Ultimi lato muratura: modellazione della rottura di strutture murarie armate in composito 95
Volte in muratura rinforzate con F.R.P.: analisi del collasso 95
Structural analysis and damage evaluation of existing masonry buildings by dynamic experimentation and numerical modeling 94
Maintenance of the «Ponte Vecchio» historical bridge in Florence 94
Laminated glass subjected to compressive forces 94
Note sulle metodologie del recupero strutturale di costruzioni in muratura 94
Debonding of FRP external reinforcement epoxy-bonded to masonry vaults 93
Adeguamento funzionale di ponti e viadotti 93
Nonlinear structural identification by the Hilbert Transform 92
Strength assessment of masonry arch retrofitted using composite reinforcements 91
Caratterizzazione strutturale di un telaio spaziale in acciaio mediante sperimentazione dinamica in campo elastico e post-elastico 91
Structural analysis and seismic upgrading of reinforced concrete beams with vertical cracks 91
Masonry Cloist-Vault: Collapse Behavior and Rehabilitation with Composite Materials 91
Comportamento strutturale di volte a padiglione con e senza rinforzi in FRP 90
Analisi statica non lineare di edifici in muratura esistenti mediante modelli strut and tie 90
Non-linear dynamic identification of masonry structures 90
Compression use of structural glass and glass structures 90
Volte in muratura rinforzate con FRP 90
The Arnolfo Tower: structural identification 89
Monitoring System of the Brunelleschi's Dome in Florence: Interpretations of the Recorded Data 89
Trave composta con interfaccia non-lineare: modello analitico 89
Normative sismiche di ultima generazione: edifici con struttura in muratura 87
Totale 14.502
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Categoria #
all - tutte 102.968
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 102.968
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.748 0 0 0 0 162 662 369 401 239 444 211 260
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
2024/2025886 284 114 255 96 137 0 0 0 0 0 0 0
Totale 21.321