Air Iuav archivio istituzionale della ricerca

FORABOSCHI, PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 14.728
EU - Europa 7.762
AS - Asia 7.593
AF - Africa 389
SA - Sud America 286
Continente sconosciuto - Info sul continente non disponibili 37
OC - Oceania 10
Totale 30.805
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Nazione #
US - Stati Uniti d'America 14.244
CN - Cina 3.252
IT - Italia 1.914
SG - Singapore 1.717
HK - Hong Kong 1.674
UA - Ucraina 1.419
RU - Federazione Russa 930
DE - Germania 784
GB - Regno Unito 588
FR - Francia 465
FI - Finlandia 436
CA - Canada 420
SE - Svezia 402
PL - Polonia 237
IE - Irlanda 192
SN - Senegal 183
BR - Brasile 178
KR - Corea 174
IN - India 150
CI - Costa d'Avorio 129
TR - Turchia 113
BE - Belgio 106
VN - Vietnam 101
BD - Bangladesh 82
JP - Giappone 66
CH - Svizzera 60
IQ - Iraq 57
NL - Olanda 54
MX - Messico 42
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
AL - Albania 9
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
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
JM - Giamaica 4
NZ - Nuova Zelanda 4
OM - Oman 4
PS - Palestinian Territory 4
TH - Thailandia 4
TN - Tunisia 4
BY - Bielorussia 3
CR - Costa Rica 3
ET - Etiopia 3
HU - Ungheria 3
IL - Israele 3
KG - Kirghizistan 3
LY - Libia 3
ME - Montenegro 3
NG - Nigeria 3
NI - Nicaragua 3
PE - Perù 3
SM - San Marino 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AO - Angola 2
BO - Bolivia 2
DO - Repubblica Dominicana 2
KH - Cambogia 2
MN - Mongolia 2
PA - Panama 2
RS - Serbia 2
SI - Slovenia 2
SV - El Salvador 2
BB - Barbados 1
BH - Bahrain 1
Totale 30.785
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Città #
Hong Kong 1.668
Ashburn 1.301
San Jose 1.167
Fairfield 1.148
Chandler 1.144
Woodbridge 1.023
Singapore 817
Jacksonville 810
Ann Arbor 696
Houston 631
Nanjing 600
Wilmington 535
Dearborn 454
Seattle 450
San Mateo 434
Cambridge 401
Lawrence 376
Beijing 352
Toronto 352
Nanchang 260
The Dalles 232
Hefei 211
Chicago 195
Dublin 192
Shanghai 184
Dakar 183
Princeton 183
Kraków 168
Lauterbourg 164
London 164
Düsseldorf 159
Seoul 155
Dallas 154
Abidjan 129
Rome 121
Los Angeles 118
Tianjin 114
Shenyang 113
Milan 110
Jinan 102
Kunming 101
Brussels 91
Redmond 90
New York 87
Changsha 86
Council Bluffs 86
Boardman 85
Brooklyn 84
Santa Clara 78
Hangzhou 77
Helsinki 76
San Diego 73
Hebei 71
Venezia 69
Berlin 68
Bologna 66
Jiaxing 55
Philadelphia 55
Warsaw 55
Zhengzhou 51
Lanzhou 49
Venice 46
Zurich 42
Catania 38
Changchun 37
Ningbo 37
Frankfurt am Main 35
São Paulo 35
Guangzhou 34
Orem 33
Denver 32
Istanbul 30
Kocaeli 30
Montreal 29
Naples 28
Phoenix 28
Tokyo 28
Atlanta 27
Dong Ket 27
Florence 27
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
Miami 15
San Francisco 15
Totale 20.337
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Nome #
Esoscheletri : miglioramento sismico e rigenerazione architettonica : seconda parte 713
Esoscheletri : prerogative architettoniche e strutturali : prima parte 689
1. Introduction (1.1 Architectural engineering; 1.2 Strength of materials and reinforced concrete; 1.3 Social requirements) 433
Three-layered sandwich plate: Exact mathematical model 386
Analytical modeling to predict thermal shock failure and maximum temperature gradients of a glass panel 319
Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture 319
Appunti per una inedita epistemologia dell’ingegneria strutturale = Suggestions for a New Epistemology of Structural Engineering 307
Three-layered plate: Elasticity solution 303
Broken tempered Laminated Glass : non-linear discrete element modeling 301
Composite beam generally connected : Analytical model 272
Church of San Giuliano di Puglia: Seismic repair and upgrading 271
NEW METHODS FOR BONDING FRP STRIPS ONTO MASONRY STRUCTURES: EXPERIMENTAL RESULTS AND ANALYTICAL EVALUATIONS 267
Analytical model for laminated-glass plate 264
Sustainable structural design of tall buildings based on embodied energy 251
Analytical model to predict the lifetime of concrete members externally reinforced with FRP 248
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 Solution of Two-Layer Beam Taking into Account Non Linear Interlayer Slip 243
Mechanical behavior of the timber–terrazzo composite floor 241
Resisting system and failure modes of masonry domes 241
Analytical Approach to Collapse Mechanisms of Circular Masonry Arch 239
Shear strength computation of Reinforced Concrete beams strengthened with composite materials 238
Versatility of steel in correcting construction deficiencies and in seismic retrofitting of RC buildings 238
Hybrid Laminated-Glass plate: Design and assessment 230
Layered plate with discontinuous connection: Exact mathematical model 221
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 215
Effectiveness of novel methods to increase the FRP-masonry bond capacity 213
Coupling effect between masonry spandrels and piers 211
Load carrying capacity of masonry arch bridges 210
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 209
Strengthening of Masonry Arches with Fiber - Reinforced - Polymer Strips 207
Monitoraggio ed identificazione della cupola di Santa Maria del Fiore: Una metodologia per la conservazione e la salvaguardia 207
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) 206
Art of Building and Mechanical Behavior of Masonry Panels 203
Archi e volte in muratura 199
Optimal design of glass plates loaded transversally 198
Formulazioni e metodi di calcolo. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 197
Modifying the recent past 196
Modeling of collapse mechanisms of thin reinforced concrete shells 193
Armature in compositi fibrosi a matrice polimerica per il conglomerato cementizio 193
Composite beam: non-linear analytical exact fully-developed model 190
Modelling of Masonry Panels by Truss Analogy – Part 2 189
An analytical functional for the evaluation of seismic damage in structures 188
Structural analysis and rehabilitation of reinforced concrete shells 187
A non-linear finite element approach to masonry arch and masonry flat arch 186
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) 181
Architettura di vetro. Progettare con il vetro 180
In-plane behaviour of perforated brick masonry walls 178
Masonry cross-vaults and domes strengthened using advanced composite reinforcement 176
Preliminary analysis of the data recorded by actual monitoring system of the Brunelleschi's Dome in Florence and comparison with historical data 175
MODI DI COLLASSO E MOMENTO ULTIMO DI TRAVI PRECOMPRESSE CON ARMATURE ADERENTI IN COMPOSITI FIBRO-RINFORZATI A MATRICE POLIMERICA 174
Behavior and Failure Strength of Laminated Glass Beams 174
Modifying the recent past 173
Modelling of Masonry Panels by Truss Analogy – Part 1 172
Adeguamento funzionale di ponti e viadotti 172
Volte in muratura rinforzate con F.R.P.: analisi del collasso 171
Crollo di una mensola in Calcestruzzo Armato: interpretazione del comportamento a posteriori 169
STUD SHEAR CONNECTOR BEHAVIOUR IN HIGH-STRENGTH CONCRETES: EXPERIMENTAL ANALYSIS AND NUMERICAL MODELING 168
Experimental characterization of non-linear behavior of monolithic glass 168
Strengthening of RC beams with vertical cracks 167
Analisi statica non lineare di edifici in muratura esistenti mediante modelli strut and tie 165
Laminated glass column 165
Volte a botte ed archi. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 161
Volte in muratura con rinforzi in FRP 159
Analisi di pareti forate in muratura e in muratura armata: indagine sperimentale e analisi teorica 157
Casa Sguardi a Bergamo. Intervento di restauro strutturale (Parte 1) = Structural restoration of a historical palace in Italy: Casa Suardi in Bergamo, Italy 156
Driven Failure mechanism in fiber-reinforced plastic prestressed beams for ductility requirements 156
The Catalan vault in Gaudi and Le Corbusier 155
Appendice. Scheda I. Il rilievo meccanico: procedure per la definizione di un organismo edilizio 154
Monitoraggio ed identificazione strutturale 152
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. II parte 151
Adeguamento statico e sismico connesso al miglioramento funzionale dei ponti 150
Alcuni interventi di restauro strutturale 150
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
Trave composta con interfaccia non-lineare: modello analitico 147
Structural analysis and damage evolution estimate of the “San Salvatore” Church in Florence, by means of survey and numerical modellings 147
fib Textbook for structural concrete 146
La conoscenza meccanica quale strumento di conservazione e riabilitazione del costruito 146
Un intervento di recupero statico e adeguamento sismico. La chiesa di San Giuliano di Puglia 146
Nonlinear structural identification by the Hilbert Transform 145
Structural analysis and seismic upgrading of reinforced concrete beams with vertical cracks 144
Nonlinear analysis, repair and upgrading of a damaged thin R.C. shell 144
The Arnolfo Tower: structural identification 143
Experimental and theoretical analysis of masonry vaults with FRP reinforcements 143
Laminated glass subjected to compressive forces 143
Vivere in città: progetti a Concordia. 143
S. Fosca e S. Maria Assunta a Torcello: ricostruzione di una possibile storia meccanica 143
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. I parte 142
Caratterizzazione strutturale di un telaio spaziale in acciaio mediante sperimentazione dinamica in campo elastico e post-elastico 142
Seismic upgrading of masonry churches 142
Modifiying the recent past 142
The effect of bonding on the structural behaviour of masonry panels 142
Progettazione di membrature precompresse con armature in composito: alcune linee guida 141
Non-linear dynamic identification of masonry structures 141
Volte in muratura rinforzate con FRP 141
Structural analysis and damage evaluation of existing masonry buildings by dynamic experimentation and numerical modeling 140
Adeguamento funzionale di ponti e viadotti 140
Totale 20.342
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Categoria #
all - tutte 155.000
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 155.000
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021182 0 0 0 0 0 0 0 0 0 0 0 182
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
2025/20266.578 262 672 202 715 587 442 1.512 475 826 602 207 76
Totale 31.798