Air Iuav archivio istituzionale della ricerca

FORABOSCHI, PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 12.649
EU - Europa 7.229
AS - Asia 6.708
AF - Africa 347
SA - Sud America 161
Continente sconosciuto - Info sul continente non disponibili 37
OC - Oceania 9
Totale 27.140
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Nazione #
US - Stati Uniti d'America 12.220
CN - Cina 2.921
IT - Italia 1.734
HK - Hong Kong 1.639
SG - Singapore 1.572
UA - Ucraina 1.418
RU - Federazione Russa 921
DE - Germania 755
GB - Regno Unito 568
SE - Svezia 398
CA - Canada 397
FI - Finlandia 382
FR - Francia 295
PL - Polonia 233
IE - Irlanda 189
SN - Senegal 181
KR - Corea 173
CI - Costa d'Avorio 129
BR - Brasile 110
BE - Belgio 104
TR - Turchia 92
VN - Vietnam 79
CH - Svizzera 59
IN - India 58
JP - Giappone 53
NL - Olanda 38
EU - Europa 34
MX - Messico 29
ZA - Sudafrica 22
ES - Italia 21
AR - Argentina 20
BG - Bulgaria 19
IR - Iran 19
DK - Danimarca 16
IQ - Iraq 16
LT - Lituania 16
MY - Malesia 15
EC - Ecuador 14
HR - Croazia 11
BD - Bangladesh 10
ID - Indonesia 10
PK - Pakistan 10
PT - Portogallo 9
GR - Grecia 8
CL - Cile 7
CY - Cipro 6
RO - Romania 6
TW - Taiwan 6
CZ - Repubblica Ceca 5
EE - Estonia 5
KZ - Kazakistan 5
AE - Emirati Arabi Uniti 4
AT - Austria 4
AU - Australia 4
LV - Lettonia 4
NZ - Nuova Zelanda 4
TH - Thailandia 4
AZ - Azerbaigian 3
DZ - Algeria 3
KE - Kenya 3
PE - Perù 3
SM - San Marino 3
VE - Venezuela 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AL - Albania 2
EG - Egitto 2
HU - Ungheria 2
IL - Israele 2
MA - Marocco 2
NG - Nigeria 2
PY - Paraguay 2
SI - Slovenia 2
UZ - Uzbekistan 2
BH - Bahrain 1
CG - Congo 1
CO - Colombia 1
DO - Repubblica Dominicana 1
GA - Gabon 1
JO - Giordania 1
KG - Kirghizistan 1
KH - Cambogia 1
LB - Libano 1
ME - Montenegro 1
NI - Nicaragua 1
OM - Oman 1
PA - Panama 1
PH - Filippine 1
PS - Palestinian Territory 1
RS - Serbia 1
RW - Ruanda 1
SA - Arabia Saudita 1
TO - Tonga 1
UY - Uruguay 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 27.140
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Città #
Hong Kong 1.636
Fairfield 1.148
Chandler 1.143
Ashburn 1.035
Woodbridge 1.023
Jacksonville 807
Singapore 715
Ann Arbor 696
Houston 624
Nanjing 600
Wilmington 535
Dearborn 454
Seattle 449
San Mateo 434
Cambridge 401
Lawrence 376
Toronto 345
Beijing 312
Nanchang 260
Hefei 211
The Dalles 205
Dublin 189
Princeton 183
Shanghai 183
Dakar 181
Kraków 168
London 163
Düsseldorf 159
Seoul 155
Dallas 146
Abidjan 129
Tianjin 114
Shenyang 113
Rome 111
Los Angeles 105
Jinan 102
Kunming 101
Brussels 90
Redmond 90
Changsha 86
Boardman 84
Brooklyn 83
Milan 76
Chicago 72
Hangzhou 72
Hebei 71
San Diego 71
Santa Clara 70
Venezia 69
Berlin 68
Council Bluffs 68
Bologna 64
Jiaxing 55
Warsaw 55
Philadelphia 53
New York 51
Zhengzhou 51
Lanzhou 49
Zurich 41
Venice 40
Changchun 37
Ningbo 37
Catania 35
Guangzhou 34
São Paulo 31
Kocaeli 30
Montreal 28
Dong Ket 27
Helsinki 26
Istanbul 26
Denver 25
Naples 25
Napoli 25
Munich 24
Taizhou 24
Poplar 23
Atlanta 22
Florence 22
Orem 22
Phoenix 21
Norwalk 20
Stockholm 20
Boston 19
Chennai 18
Johannesburg 18
San Jose 18
Mumbai 17
Saint Petersburg 16
Secaucus 16
Tokyo 16
Trento 16
Aachen 15
Chiswick 15
Acton 14
Frankfurt am Main 14
Haikou 14
San Francisco 14
Hanoi 13
Ho Chi Minh City 13
Padova 13
Totale 18.103
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Nome #
Esoscheletri : miglioramento sismico e rigenerazione architettonica : seconda parte 694
Esoscheletri : prerogative architettoniche e strutturali : prima parte 627
1. Introduction (1.1 Architectural engineering; 1.2 Strength of materials and reinforced concrete; 1.3 Social requirements) 410
Three-layered sandwich plate: Exact mathematical model 366
Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture 304
Analytical modeling to predict thermal shock failure and maximum temperature gradients of a glass panel 303
Broken tempered Laminated Glass : non-linear discrete element modeling 290
Three-layered plate: Elasticity solution 282
Appunti per una inedita epistemologia dell’ingegneria strutturale = Suggestions for a New Epistemology of Structural Engineering 275
Composite beam generally connected : Analytical model 258
Church of San Giuliano di Puglia: Seismic repair and upgrading 250
NEW METHODS FOR BONDING FRP STRIPS ONTO MASONRY STRUCTURES: EXPERIMENTAL RESULTS AND ANALYTICAL EVALUATIONS 250
Analytical model for laminated-glass plate 242
Sustainable structural design of tall buildings based on embodied energy 235
Non-linear static analysis of masonry buildings based on a strut-and-tie modeling 234
Experimental investigation on bricks from historical Venetian buildings subjected to moisture and salt crystallization 233
Versatility of steel in correcting construction deficiencies and in seismic retrofitting of RC buildings 227
Resisting system and failure modes of masonry domes 227
Analytical Solution of Two-Layer Beam Taking into Account Non Linear Interlayer Slip 226
Analytical model to predict the lifetime of concrete members externally reinforced with FRP 226
Mechanical behavior of the timber–terrazzo composite floor 225
Analytical Approach to Collapse Mechanisms of Circular Masonry Arch 225
Shear strength computation of Reinforced Concrete beams strengthened with composite materials 224
Hybrid Laminated-Glass plate: Design and assessment 211
The central role played by structural design in enabling the construction of buildings that advanced and revolutionized architecture 202
Predictive multiscale model of delayed debonding for concrete members with adhesively bonded external reinforcement 200
Layered plate with discontinuous connection: Exact mathematical model 195
Effectiveness of novel methods to increase the FRP-masonry bond capacity 195
Monitoraggio ed identificazione della cupola di Santa Maria del Fiore: Una metodologia per la conservazione e la salvaguardia 194
Strengthening of Masonry Arches with Fiber - Reinforced - Polymer Strips 193
Load carrying capacity of masonry arch bridges 193
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 190
Coupling effect between masonry spandrels and piers 187
Modeling of collapse mechanisms of thin reinforced concrete shells 185
Art of Building and Mechanical Behavior of Masonry Panels 185
Modifying the recent past 182
Optimal design of glass plates loaded transversally 181
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) 179
Modelling of Masonry Panels by Truss Analogy – Part 2 178
Structural analysis and rehabilitation of reinforced concrete shells 177
Archi e volte in muratura 175
Armature in compositi fibrosi a matrice polimerica per il conglomerato cementizio 174
Composite beam: non-linear analytical exact fully-developed model 172
Numerical Modelling of the Collapse Mechanisms of Thin R.C. Shells 172
Adeguamento strutturale mediante rinforzi in composito: criteri di progetto e metodi di verifica”(Structural upgrading by using composite reinforcements: design criteria and assessment methods) 165
An analytical functional for the evaluation of seismic damage in structures 164
Behavior and Failure Strength of Laminated Glass Beams 163
A non-linear finite element approach to masonry arch and masonry flat arch 161
Modelling of Masonry Panels by Truss Analogy – Part 1 159
In-plane behaviour of perforated brick masonry walls 159
Architettura di vetro. Progettare con il vetro 158
Modifying the recent past 158
Experimental characterization of non-linear behavior of monolithic glass 158
Masonry cross-vaults and domes strengthened using advanced composite reinforcement 157
Formulazioni e metodi di calcolo. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 155
Preliminary analysis of the data recorded by actual monitoring system of the Brunelleschi's Dome in Florence and comparison with historical data 152
Strengthening of RC beams with vertical cracks 151
Volte in muratura rinforzate con F.R.P.: analisi del collasso 150
MODI DI COLLASSO E MOMENTO ULTIMO DI TRAVI PRECOMPRESSE CON ARMATURE ADERENTI IN COMPOSITI FIBRO-RINFORZATI A MATRICE POLIMERICA 149
STUD SHEAR CONNECTOR BEHAVIOUR IN HIGH-STRENGTH CONCRETES: EXPERIMENTAL ANALYSIS AND NUMERICAL MODELING 149
Adeguamento funzionale di ponti e viadotti 149
Analisi statica non lineare di edifici in muratura esistenti mediante modelli strut and tie 145
Volte a botte ed archi. Analisi agli stati limite ultimi di volte in muratura con rinforzi in FRP 144
Crollo di una mensola in Calcestruzzo Armato: interpretazione del comportamento a posteriori 143
Laminated glass column 142
The Catalan vault in Gaudi and Le Corbusier 138
Alcuni interventi di restauro strutturale 137
Volte in muratura con rinforzi in FRP 136
Monitoraggio ed identificazione strutturale 135
Analisi di pareti forate in muratura e in muratura armata: indagine sperimentale e analisi teorica 135
Un intervento di recupero statico e adeguamento sismico. La chiesa di San Giuliano di Puglia 134
Appendice. Scheda I. Il rilievo meccanico: procedure per la definizione di un organismo edilizio 133
Adeguamento statico e sismico connesso al miglioramento funzionale dei ponti 132
La regola dell’arte e il comportamento meccanico dei pannelli in muratura 131
Structural analysis and damage evolution estimate of the “San Salvatore” Church in Florence, by means of survey and numerical modellings 131
La conoscenza meccanica quale strumento di conservazione e riabilitazione del costruito 129
Adeguamento funzionale di ponti e viadotti 129
Vivere in città: progetti a Concordia. 129
Driven Failure mechanism in fiber-reinforced plastic prestressed beams for ductility requirements 128
S. Fosca e S. Maria Assunta a Torcello: ricostruzione di una possibile storia meccanica 128
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. I parte 127
fib Textbook for structural concrete 127
Nonlinear analysis, repair and upgrading of a damaged thin R.C. shell 126
Modifiying the recent past 126
Experimental and theoretical analysis of masonry vaults with FRP reinforcements 125
Nonlinear structural identification by the Hilbert Transform 124
Consolidamento statico e adeguamento sismico. Annotazioni per le costruzioni in muratura. II parte 123
La cupola di Santa Maria del Fiore in Firenze: II parte – un modello per la conservazione 123
Trave composta con interfaccia non-lineare: modello analitico 123
Debonding of FRP external reinforcement epoxy-bonded to masonry vaults 123
Non-linear dynamic identification of masonry structures 123
Volte in muratura rinforzate con FRP 123
Structural analysis and seismic upgrading of reinforced concrete beams with vertical cracks 122
Masonry vaults strengthened using FRP reinforcements 122
Lateral load-carrying capacity of steel columns with fixed-roller end supports 122
The Arnolfo Tower: structural identification 121
Masonry Cloist-Vault: Collapse Behavior and Rehabilitation with Composite Materials 121
Laminated glass subjected to compressive forces 121
Maintenance of the «Ponte Vecchio» historical bridge in Florence 120
Volte in muratura rinforzate in F.R.P. : analisi al collasso 119
Totale 18.430
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Categoria #
all - tutte 144.414
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 144.414
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.757 0 0 0 0 0 325 188 239 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
2024/20254.790 284 114 255 96 184 457 993 246 718 438 539 466
2025/20262.817 286 675 204 716 590 346 0 0 0 0 0 0
Totale 28.042