Air Iuav archivio istituzionale della ricerca

FORABOSCHI, PAOLO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 12.047
EU - Europa 7.061
AS - Asia 6.078
AF - Africa 318
SA - Sud America 89
Continente sconosciuto - Info sul continente non disponibili 37
OC - Oceania 8
Totale 25.638
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 11.671
CN - Cina 2.763
IT - Italia 1.694
HK - Hong Kong 1.660
UA - Ucraina 1.417
SG - Singapore 1.214
RU - Federazione Russa 917
DE - Germania 751
GB - Regno Unito 524
SE - Svezia 382
FI - Finlandia 381
CA - Canada 363
FR - Francia 288
PL - Polonia 211
IE - Irlanda 189
SN - Senegal 179
KR - Corea 173
CI - Costa d'Avorio 128
BE - Belgio 104
TR - Turchia 76
BR - Brasile 61
CH - Svizzera 59
VN - Vietnam 48
EU - Europa 34
JP - Giappone 33
NL - Olanda 33
IN - India 31
IR - Iran 19
BG - Bulgaria 17
DK - Danimarca 15
ES - Italia 15
MY - Malesia 15
EC - Ecuador 12
LT - Lituania 12
MX - Messico 11
PT - Portogallo 9
GR - Grecia 8
PK - Pakistan 8
IQ - Iraq 7
ZA - Sudafrica 7
CY - Cipro 6
RO - Romania 6
TW - Taiwan 6
CL - Cile 5
CZ - Repubblica Ceca 5
EE - Estonia 5
ID - Indonesia 5
AR - Argentina 4
NZ - Nuova Zelanda 4
AE - Emirati Arabi Uniti 3
AT - Austria 3
AU - Australia 3
HR - Croazia 3
KZ - Kazakistan 3
LV - Lettonia 3
PE - Perù 3
SM - San Marino 3
TH - Thailandia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
HU - Ungheria 2
NG - Nigeria 2
PY - Paraguay 2
SI - Slovenia 2
AL - Albania 1
AZ - Azerbaigian 1
CO - Colombia 1
DO - Repubblica Dominicana 1
EG - Egitto 1
GA - Gabon 1
KG - Kirghizistan 1
KH - Cambogia 1
LB - Libano 1
ME - Montenegro 1
PA - Panama 1
RS - Serbia 1
TO - Tonga 1
UY - Uruguay 1
UZ - Uzbekistan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 25.638
Salva come PNG Salva come JPEG
Città #
Hong Kong 1.657
Fairfield 1.148
Chandler 1.143
Woodbridge 1.023
Ashburn 838
Jacksonville 807
Ann Arbor 696
Houston 616
Nanjing 600
Wilmington 535
Dearborn 454
Seattle 444
San Mateo 434
Singapore 420
Cambridge 401
Lawrence 376
Toronto 339
Beijing 278
Nanchang 260
Hefei 213
The Dalles 203
Dublin 189
Princeton 183
Shanghai 182
Dakar 179
Kraków 168
Düsseldorf 159
Seoul 155
London 151
Dallas 142
Abidjan 128
Shenyang 113
Tianjin 113
Rome 107
Jinan 102
Kunming 101
Brussels 90
Redmond 90
Boardman 83
Changsha 79
Brooklyn 76
Hangzhou 72
Milan 72
Hebei 71
San Diego 70
Venezia 69
Berlin 68
Chicago 68
Santa Clara 66
Council Bluffs 65
Bologna 62
Los Angeles 61
Jiaxing 55
Philadelphia 53
Zhengzhou 51
Lanzhou 49
Zurich 41
Changchun 37
Ningbo 37
Catania 35
Warsaw 35
Guangzhou 33
Venice 33
Kocaeli 30
Dong Ket 27
Helsinki 26
Napoli 25
Istanbul 24
Taizhou 24
Munich 23
Florence 22
Naples 22
New York 22
Norwalk 20
Saint Petersburg 16
Secaucus 16
Trento 16
Aachen 15
Chiswick 15
Acton 14
Haikou 14
São Paulo 14
Atlanta 13
Boston 13
Padova 13
San Francisco 13
Mumbai 12
Phoenix 12
Aarhus 11
Brescia 11
Islington 11
Old Bridge 11
San Donà di Piave 11
Verona 11
Frankfurt am Main 10
Kilburn 10
Augusta 9
Miami 9
Modena 9
Monmouth Junction 9
Totale 17.261
Salva come PNG Salva come JPEG
Nome #
Esoscheletri : miglioramento sismico e rigenerazione architettonica : seconda parte 686
Esoscheletri : prerogative architettoniche e strutturali : prima parte 604
1. Introduction (1.1 Architectural engineering; 1.2 Strength of materials and reinforced concrete; 1.3 Social requirements) 396
Three-layered sandwich plate: Exact mathematical model 361
Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture 292
Analytical modeling to predict thermal shock failure and maximum temperature gradients of a glass panel 286
Three-layered plate: Elasticity solution 276
Broken tempered Laminated Glass : non-linear discrete element modeling 264
Composite beam generally connected : Analytical model 255
Appunti per una inedita epistemologia dell’ingegneria strutturale = Suggestions for a New Epistemology of Structural Engineering 250
Church of San Giuliano di Puglia: Seismic repair and upgrading 235
NEW METHODS FOR BONDING FRP STRIPS ONTO MASONRY STRUCTURES: EXPERIMENTAL RESULTS AND ANALYTICAL EVALUATIONS 231
Sustainable structural design of tall buildings based on embodied energy 231
Analytical model for laminated-glass plate 229
Resisting system and failure modes of masonry domes 226
Versatility of steel in correcting construction deficiencies and in seismic retrofitting of RC buildings 223
Non-linear static analysis of masonry buildings based on a strut-and-tie modeling 221
Shear strength computation of Reinforced Concrete beams strengthened with composite materials 219
Analytical model to predict the lifetime of concrete members externally reinforced with FRP 217
Experimental investigation on bricks from historical Venetian buildings subjected to moisture and salt crystallization 211
Analytical Approach to Collapse Mechanisms of Circular Masonry Arch 206
Analytical Solution of Two-Layer Beam Taking into Account Non Linear Interlayer Slip 201
Hybrid Laminated-Glass plate: Design and assessment 201
Mechanical behavior of the timber–terrazzo composite floor 199
The central role played by structural design in enabling the construction of buildings that advanced and revolutionized architecture 198
Predictive multiscale model of delayed debonding for concrete members with adhesively bonded external reinforcement 192
Effectiveness of novel methods to increase the FRP-masonry bond capacity 191
Monitoraggio ed identificazione della cupola di Santa Maria del Fiore: Una metodologia per la conservazione e la salvaguardia 189
Strengthening of Masonry Arches with Fiber - Reinforced - Polymer Strips 188
Layered plate with discontinuous connection: Exact mathematical model 188
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 187
Load carrying capacity of masonry arch bridges 186
Coupling effect between masonry spandrels and piers 184
Modeling of collapse mechanisms of thin reinforced concrete shells 179
Optimal design of glass plates loaded transversally 174
Structural analysis and rehabilitation of reinforced concrete shells 174
Numerical Modelling of the Collapse Mechanisms of Thin R.C. Shells 169
Composite beam: non-linear analytical exact fully-developed model 163
Art of Building and Mechanical Behavior of Masonry Panels 161
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) 161
Behavior and Failure Strength of Laminated Glass Beams 161
Modifying the recent past 161
Modelling of Masonry Panels by Truss Analogy – Part 2 160
Archi e volte in muratura 158
Armature in compositi fibrosi a matrice polimerica per il conglomerato cementizio 158
Modelling of Masonry Panels by Truss Analogy – Part 1 152
Experimental characterization of non-linear behavior of monolithic glass 152
Masonry cross-vaults and domes strengthened using advanced composite reinforcement 149
Formulazioni e metodi di calcolo. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 147
Adeguamento strutturale mediante rinforzi in composito: criteri di progetto e metodi di verifica”(Structural upgrading by using composite reinforcements: design criteria and assessment methods) 145
Architettura di vetro. Progettare con il vetro 144
A non-linear finite element approach to masonry arch and masonry flat arch 144
Strengthening of RC beams with vertical cracks 143
Volte in muratura rinforzate con F.R.P.: analisi del collasso 143
Modifying the recent past 142
Volte a botte ed archi. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 141
Preliminary analysis of the data recorded by actual monitoring system of the Brunelleschi's Dome in Florence and comparison with historical data 140
An analytical functional for the evaluation of seismic damage in structures 140
STUD SHEAR CONNECTOR BEHAVIOUR IN HIGH-STRENGTH CONCRETES: EXPERIMENTAL ANALYSIS AND NUMERICAL MODELING 139
Crollo di una mensola in Calcestruzzo Armato: interpretazione del comportamento a posteriori 136
Adeguamento funzionale di ponti e viadotti 136
In-plane behaviour of perforated brick masonry walls 133
The Catalan vault in Gaudi and Le Corbusier 133
Laminated glass column 132
MODI DI COLLASSO E MOMENTO ULTIMO DI TRAVI PRECOMPRESSE CON ARMATURE ADERENTI IN COMPOSITI FIBRO-RINFORZATI A MATRICE POLIMERICA 132
Volte in muratura con rinforzi in FRP 131
Un intervento di recupero statico e adeguamento sismico. La chiesa di San Giuliano di Puglia 128
Monitoraggio ed identificazione strutturale 127
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. I parte 125
La regola dell’arte e il comportamento meccanico dei pannelli in muratura 124
Analisi statica non lineare di edifici in muratura esistenti mediante modelli strut and tie 124
Structural analysis and damage evolution estimate of the “San Salvatore” Church in Florence, by means of survey and numerical modellings 124
Analisi di pareti forate in muratura e in muratura armata: indagine sperimentale e analisi teorica 122
La conoscenza meccanica quale strumento di conservazione e riabilitazione del costruito 122
S. Fosca e S. Maria Assunta a Torcello: ricostruzione di una possibile storia meccanica 121
Lateral load-carrying capacity of steel columns with fixed-roller end supports 121
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. II parte 120
fib Textbook for structural concrete 120
Experimental and theoretical analysis of masonry vaults with FRP reinforcements 120
Nonlinear analysis, repair and upgrading of a damaged thin R.C. shell 119
Nonlinear structural identification by the Hilbert Transform 118
Adeguamento statico e sismico connesso al miglioramento funzionale dei ponti 118
Alcuni interventi di restauro strutturale 118
Trave composta con interfaccia non-lineare: modello analitico 117
Debonding of FRP external reinforcement epoxy-bonded to masonry vaults 117
Adeguamento funzionale di ponti e viadotti 117
Masonry vaults strengthened using FRP reinforcements 116
Laminated glass subjected to compressive forces 116
Volte in muratura rinforzate con FRP 116
La cupola di Santa Maria del Fiore in Firenze: II parte – un modello per la conservazione 115
Driven Failure mechanism in fiber-reinforced plastic prestressed beams for ductility requirements 115
Structural analysis and seismic upgrading of reinforced concrete beams with vertical cracks 115
Non-linear dynamic identification of masonry structures 115
Maintenance of the «Ponte Vecchio» historical bridge in Florence 115
Masonry Cloist-Vault: Collapse Behavior and Rehabilitation with Composite Materials 114
Rinforzo a taglio di travi esistenti in C.A. assoggettate a carichi concentrati (Shear strengthening of existing Reinforced-Concrete beams subjected to concentrated forces) 114
Appendice. Scheda I. Il rilievo meccanico: procedure per la definizione di un organismo edilizio 114
Volte in muratura rinforzate in F.R.P. : analisi al collasso 113
Limit analysis of masonry domes: two case studies 113
The Arnolfo Tower: structural identification 112
Totale 17.381
Salva come PNG Salva come JPEG
Categoria #
all - tutte 137.994
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 137.994
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.302 0 0 0 319 226 325 188 239 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
2024/20254.826 284 114 255 96 184 457 998 246 743 439 540 470
2025/20261.267 287 680 206 94 0 0 0 0 0 0 0 0
Totale 26.528