Air Iuav archivio istituzionale della ricerca

RUSSO, SALVATORE
 Distribuzione geografica
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Continente #
NA - Nord America 25.426
AS - Asia 9.209
EU - Europa 8.478
Continente sconosciuto - Info sul continente non disponibili 1.254
AF - Africa 830
SA - Sud America 360
OC - Oceania 10
Totale 45.567
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Nazione #
US - Stati Uniti d'America 22.561
CN - Cina 3.643
CA - Canada 2.749
SG - Singapore 2.416
HK - Hong Kong 1.915
UA - Ucraina 1.700
IT - Italia 1.196
RU - Federazione Russa 1.182
DE - Germania 947
GB - Regno Unito 702
FR - Francia 682
FI - Finlandia 498
SE - Svezia 480
PL - Polonia 408
SN - Senegal 371
CI - Costa d'Avorio 306
IE - Irlanda 230
VN - Vietnam 224
BR - Brasile 222
IN - India 195
KR - Corea 195
BD - Bangladesh 113
BE - Belgio 112
JP - Giappone 85
TR - Turchia 74
IQ - Iraq 72
EU - Europa 59
MX - Messico 57
CH - Svizzera 55
ZA - Sudafrica 55
ES - Italia 51
NL - Olanda 44
AR - Argentina 42
IR - Iran 40
RO - Romania 38
LT - Lituania 29
PK - Pakistan 29
PH - Filippine 28
PT - Portogallo 28
CO - Colombia 26
ID - Indonesia 22
SA - Arabia Saudita 20
AE - Emirati Arabi Uniti 19
EE - Estonia 19
VE - Venezuela 19
CZ - Repubblica Ceca 17
EC - Ecuador 15
JM - Giamaica 15
MA - Marocco 15
UZ - Uzbekistan 15
CL - Cile 14
EG - Egitto 13
KZ - Kazakistan 13
TN - Tunisia 13
LV - Lettonia 12
PE - Perù 12
ET - Etiopia 11
MY - Malesia 11
SC - Seychelles 11
KE - Kenya 10
AT - Austria 9
JO - Giordania 9
LB - Libano 9
AZ - Azerbaigian 8
HN - Honduras 8
IL - Israele 8
MD - Moldavia 8
NG - Nigeria 8
NP - Nepal 8
BG - Bulgaria 7
KG - Kirghizistan 7
AL - Albania 6
CR - Costa Rica 6
DZ - Algeria 6
AU - Australia 5
GT - Guatemala 5
OM - Oman 5
SY - Repubblica araba siriana 5
HU - Ungheria 4
NI - Nicaragua 4
PY - Paraguay 4
SV - El Salvador 4
TT - Trinidad e Tobago 4
AM - Armenia 3
BO - Bolivia 3
GE - Georgia 3
NZ - Nuova Zelanda 3
PR - Porto Rico 3
QA - Qatar 3
TH - Thailandia 3
BB - Barbados 2
DK - Danimarca 2
DO - Repubblica Dominicana 2
GR - Grecia 2
LK - Sri Lanka 2
LY - Libia 2
MT - Malta 2
MU - Mauritius 2
NO - Norvegia 2
PA - Panama 2
Totale 44.343
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Città #
Fairfield 2.399
Montreal 2.240
Ashburn 2.090
Hong Kong 1.912
San Jose 1.683
Woodbridge 1.675
Chandler 1.615
Singapore 1.146
Houston 1.117
Wilmington 1.022
Seattle 994
Ann Arbor 922
Jacksonville 908
Cambridge 786
Nanjing 659
Dearborn 514
San Mateo 510
Council Bluffs 508
Beijing 476
Lawrence 444
Toronto 420
Dakar 371
Kraków 341
Abidjan 306
Nanchang 291
The Dalles 250
Hefei 244
Düsseldorf 230
Dublin 228
Chicago 218
Princeton 218
Shanghai 202
Lauterbourg 199
Seoul 187
Los Angeles 184
London 182
Redmond 167
Milan 146
New York 145
Santa Clara 142
Shenyang 129
Tianjin 129
Kunming 126
Boardman 124
Philadelphia 110
Brussels 109
Phoenix 109
Venezia 109
Brooklyn 106
Hebei 99
Helsinki 87
Changsha 84
Rome 80
Tokyo 80
Frankfurt am Main 77
Jinan 77
San Diego 75
São Paulo 74
Dallas 72
Venice 65
Hangzhou 63
Orem 61
Ho Chi Minh City 60
Jiaxing 60
Denver 59
Munich 55
Bologna 54
Moscow 52
Warsaw 50
Zurich 49
Atlanta 47
Guangzhou 46
Ningbo 46
Zhengzhou 46
Johannesburg 44
Dong Ket 39
Hanoi 39
Lanzhou 39
Chennai 36
Caserta 35
Boston 33
Las Vegas 33
Mumbai 33
Timisoara 33
Berlin 32
Changchun 31
Poplar 31
Stockholm 29
Ardabil 28
Campalto 28
Leawood 28
Manchester 28
Auburn Hills 27
San Francisco 27
Saint Petersburg 26
Ankara 25
Augusta 25
Baghdad 25
Des Moines 24
Mexico City 24
Totale 31.762
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Nome #
Structural and thermal behaviour of a timber-concrete prefabricated composite wall system 2.538
Damage assessment of GFRP pultruded structural elements 370
Optimized procedures and strategies for the dynamic monitoring of historical structures 365
Annex and rigid diaphragm effects on the failure analysis and earthquake damages of historic churches 362
Evaluation of static and dynamic long-term structural monitoring for monumental masonry structure 347
Experimental and Theoretical Investigation on Masonry after High Temperature Exposure 338
Approach and methodology in understanding the structural behaviour of historic arch bridges through dynamic monitoring: the case of Rialto bridge in Venice 329
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 328
A new concrete-glulam prefabricated composite wall system : thermal behavior, life cycle assessment and structural response 324
Preliminary numerical analysis of a masonry panel reinforced with pultruded GFRP profiles 320
Numerical investigation on the residual behaviour of masonry walls damaged by fire exposure 319
Creep Effects in Pultruded FRP Beams 309
HETEROGENEOUS AND CONTINUOUS MODELS: COMPARATIVE ANALYSIS OF MASONRY WALL SUBJECTED TO DIFFERENTIAL SETTLEMENTS 303
Knowledge of the construction technique of the multiple leaf masonry façades of Palazzo Ducale in Venice with ND and MD tests 302
150 Combined ND techniques for structural assessment: the case of historic Nepali constructions after the 2015 Gorkha earthquake 296
Collapse mechanisms due to earthquake in the structural typologies of historic constructions: The case of Mirandola 293
Numeric research on the mechanical properties of different masonry units during and after fire 291
Mechanical Vibrations Applied to Nondestructive Evaluation of Materials and Structures 286
Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints 286
A new proposal for defining the ductility of concrete-reinforcement steels by means of a single parameter 284
Assessment of FRP pultruded elements under static and dynamic loads 284
Failure analysis using acoustic and energy emission assessment of fibre reinforced polymer material performance under severe conditions 272
SHM of Historic Damaged Churches 266
Pushover Analysis of GFRP Pultruded Frames 266
Residual mechanical parameters of masonry exposed to fire: a new numerical approach 265
A review on buckling collapses of simple and complex columns made from pultruded frp material 263
FE PROGRESSIVE FAILURE ANALYSIS OF ALL-GFRP PULTRUDED BEAM-COLUMN BOLTED JOINTS 260
Integrated topographical and inclinometric procedures for long term monitoring of complex civil structures 260
Dynamic Response of a Sheet Pile of Fiber Reinforced Polymer for Waterfront Barriers 259
Using Experimental Dynamic Modal Analysis in Assessing Structural Integrity in Historic Buildings 258
L'affidabilità delle prove Micro-Distruttive e Non-Dristruttive per l’analisi delle strutture storiche danneggiate da sisma. 258
Dynamic Characterization of an All-FRP Bridge 258
Dynamic Identification of All-FRP Pultruded Structures 257
Numerical analysis of a masonry panel reinforced with pultruded FRP frames 257
Influence of the annex on seismic behavior of historic churches 255
Bucklings interactions in columns made by built-up thin, open, pultruded FRP shapes 254
Effect of FRP mesh reinforcement on shear capacity and deformability of masonry walls 253
Mechanical performance of pultruded FRP plates in beam-to-beam connections 250
Masonry exposed to high temperatures: Mechanical behaviour and properties — An overview 249
Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approache 243
First investigation on mixed cracks and failure modes in multi-bolted FRP plates 241
Damage assessment of Nepal heritage through ambient vibration analysis and visual inspection 241
On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila 240
Integrated assessment of monumental structures through ambient vibrations and ND tests : the case of Rialto Bridge 240
Dissipative capacity on FRP spatial pultruded structure 239
Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy 237
On the Performance of a Very Large All-GFRP Strut and Tie Structure 236
Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections 234
Structural joints made by FRP and steel: a new proposal of analysis based on the progressive damage approach 232
ASSESSMENT OF VERY OLD MASONRY WALLS AFTER EARTHQUAKE BY NON-DESTRUCTIVE SONIC TESTING: THE CASE OF L'AQUILA 231
Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration 231
Global Sensitivity-Based Model Updating for Heritage Structures 231
Performance of built-up columns made by pultruded FRP material 229
Predicted mechanical performance of pultruded FRP material under severe temperature duress 228
Crack width evaluation in FRP reinforced concrete members 227
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement 227
Integrated control in monitoring historic buildings; the case of wall structures of Palazzo Ducale in Venice 225
Buckling of Built-up Columns of Pultruded FRP C-sections 223
Surveys on the Jagannath Temple's seismic response in Kathmandu 222
Behaviour of a Historical Masonry Structure Subjected to Fire 221
Bond in RC Member Ties with Composite and Stainless Steel Bars 221
Shear and Local Effects in All-FRP Bolted Built-Up Columns 221
A new model for predicting crack width with different percentages of reinforcement and concrete strength classes 221
Structural Behavior of Double T Prestressed Slabs with High Quality Welded Wire Mesh 219
Perspectives Of Employment Of Pultruded FRP Structural Elements In Seismic Engineering Field 219
Buckling of GFRP pultruded built-up columns 217
Preliminary investigation on FRP profiles for the structural retrofit of masonry structures 217
Residual strength testing in pultruded FRP material under a variety of temperature cycles and values 213
First Evaluation on Structural Behavior of All FRP Bolted Built–up Columns 213
Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints 212
Dynamic parameters of pultruded GFRP structures for seismic protection of historical building heritage 212
Sperimentazione su Materiali e Strutture, Convegno Nazionale, Venezia 6-7 dicembre 2006 210
Simplified procedure for structural integrity's evaluation of monuments in constrained context : the case of a Buddhist Temple in Bagan (Myanmar) 207
Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications 206
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 206
Long-term dynamic monitoring of the historical masonry facade : the case of Palazzo Ducale in Venice, Italy 205
On failure modes and design of multi-bolted FRP plate in structural joints 205
Primi esisti del monitoraggio della chiesa di Santa Maria del Suffragio all'Aquila 203
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 203
Sicurezza e conservazione nel recupero dei beni culturali colpiti da sisma, strategie e tecniche di ricostruzione ad un anno dal terremoto abruzzese, Volume degli atti del convegno, Venezia 8 – 9 aprile 2010. 200
Carbonio + Vetro. Elementi strutturali in FRP e doppia fibra di rinforzo 199
Sensitivity analysis applied to the settlement of damage in historic towers 199
Affidabilità dei ponti storici ad arco in muratura: il caso del ponte del Diavolo nell'isola di Torcello 199
Investigation on buckling of all-FRP bolted built-up columns 198
Experimental Characterisation of Dynamic Properties of an All-FRP Truss Bridge 198
Buckling and shape influence in GFRP pultruded columns 197
Tension stiffening and cracking behavior in high strength concrete 196
GFRP Members in Free Vibrations Field, Dynamic Parameters of Profiles and 3D Structure. 196
Creep in elementi compositi: il caso della trave inflessa 193
Riflessioni sul calcolo dell’Indice Sismico Is per torri e campanili storici 192
Proposal of the concrete-GFRP interaction models 192
Tension stiffening and cracking behavior in high strength concrete 190
Dynamic characterization of an all-FRP pultruded construction 190
Concrete-Filled GFRP Hollow Profiles Subjected to Axial Load 189
High temperature effects on masonry materials 189
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila 188
ND tests for a first assessment of mechanical behaviour of the stone-covered façades of Palazzo Ducale in Venice 186
Approach to the structural design with pultruded elements 185
Experimental assessment of tensile behavior of reinforced self-compacting concrete ties 185
Experimental investigation on repair of RC pavements with SFRC 185
Totale 26.488
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Categoria #
all - tutte 217.016
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 217.016
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.223 0 0 0 79 96 91 58 375 125 255 93 51
2022/20234.035 737 590 134 606 305 574 129 238 417 78 136 91
2023/20244.023 207 73 107 72 110 76 159 467 260 2.251 114 127
2024/20255.592 351 126 294 103 170 628 1.426 330 578 382 787 417
2025/20268.485 503 768 394 1.056 832 691 1.917 560 825 588 270 81
2026/20272.209 184 591 806 628 0 0 0 0 0 0 0 0
Totale 45.567