Air Iuav archivio istituzionale della ricerca

RUSSO, SALVATORE
 Distribuzione geografica
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Continente #
NA - Nord America 23.652
AS - Asia 9.161
EU - Europa 8.102
AF - Africa 827
SA - Sud America 321
Continente sconosciuto - Info sul continente non disponibili 59
OC - Oceania 10
Totale 42.132
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Nazione #
US - Stati Uniti d'America 20.878
CN - Cina 3.635
CA - Canada 2.702
SG - Singapore 2.411
HK - Hong Kong 1.908
UA - Ucraina 1.698
RU - Federazione Russa 1.181
IT - Italia 975
DE - Germania 936
GB - Regno Unito 682
FR - Francia 679
FI - Finlandia 498
PL - Polonia 407
SE - Svezia 375
SN - Senegal 371
CI - Costa d'Avorio 306
IE - Irlanda 230
VN - Vietnam 221
BR - Brasile 202
KR - Corea 195
IN - India 194
BE - Belgio 110
BD - Bangladesh 108
JP - Giappone 83
TR - Turchia 74
IQ - Iraq 72
EU - Europa 59
ZA - Sudafrica 55
CH - Svizzera 53
MX - Messico 52
ES - Italia 48
NL - Olanda 43
AR - Argentina 40
IR - Iran 40
RO - Romania 38
LT - Lituania 29
PK - Pakistan 28
PT - Portogallo 27
PH - Filippine 24
SA - Arabia Saudita 19
AE - Emirati Arabi Uniti 18
ID - Indonesia 18
CZ - Repubblica Ceca 17
EE - Estonia 17
CO - Colombia 15
MA - Marocco 15
UZ - Uzbekistan 15
VE - Venezuela 15
CL - Cile 14
EC - Ecuador 13
KZ - Kazakistan 13
TN - Tunisia 13
EG - Egitto 12
LV - Lettonia 12
PE - Perù 12
ET - Etiopia 11
KE - Kenya 10
SC - Seychelles 10
AT - Austria 9
JO - Giordania 9
LB - Libano 9
AZ - Azerbaigian 8
IL - Israele 8
MD - Moldavia 8
MY - Malesia 8
NG - Nigeria 8
NP - Nepal 8
BG - Bulgaria 7
JM - Giamaica 7
KG - Kirghizistan 7
AL - Albania 6
DZ - Algeria 6
AU - Australia 5
OM - Oman 5
SY - Repubblica araba siriana 5
HU - Ungheria 4
PY - Paraguay 4
AM - Armenia 3
BO - Bolivia 3
GE - Georgia 3
NZ - Nuova Zelanda 3
CR - Costa Rica 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
PS - Palestinian Territory 2
QA - Qatar 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
AO - Angola 1
BB - Barbados 1
BF - Burkina Faso 1
BS - Bahamas 1
BY - Bielorussia 1
Totale 42.112
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Città #
Fairfield 2.399
Montreal 2.235
Hong Kong 1.905
Ashburn 1.889
Woodbridge 1.675
Chandler 1.615
San Jose 1.396
Singapore 1.144
Houston 1.107
Wilmington 1.021
Seattle 993
Ann Arbor 922
Jacksonville 905
Cambridge 784
Nanjing 659
Dearborn 514
San Mateo 510
Beijing 471
Lawrence 444
Toronto 410
Dakar 371
Kraków 341
Abidjan 306
Nanchang 291
The Dalles 249
Hefei 244
Düsseldorf 230
Dublin 228
Princeton 218
Chicago 210
Shanghai 202
Lauterbourg 199
Seoul 187
London 180
Redmond 167
Los Angeles 156
Council Bluffs 151
Shenyang 129
Tianjin 129
Kunming 126
Boardman 124
New York 124
Santa Clara 122
Venezia 109
Brussels 107
Philadelphia 103
Brooklyn 100
Hebei 99
Helsinki 87
Changsha 84
Tokyo 79
Jinan 77
Frankfurt am Main 75
Rome 73
San Diego 72
Dallas 64
Hangzhou 63
São Paulo 63
Jiaxing 60
Ho Chi Minh City 59
Orem 59
Munich 55
Bologna 54
Denver 54
Venice 54
Moscow 52
Warsaw 50
Zurich 49
Guangzhou 46
Ningbo 46
Zhengzhou 46
Johannesburg 44
Dong Ket 39
Lanzhou 39
Milan 39
Hanoi 38
Atlanta 36
Chennai 36
Phoenix 36
Caserta 35
Mumbai 33
Timisoara 33
Berlin 32
Changchun 31
Poplar 31
Boston 30
Stockholm 29
Ardabil 28
Campalto 28
Leawood 28
Auburn Hills 27
Las Vegas 27
Manchester 26
Saint Petersburg 26
Ankara 25
Baghdad 25
Augusta 24
San Francisco 24
Taizhou 24
Amsterdam 23
Totale 30.517
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Nome #
Structural and thermal behaviour of a timber-concrete prefabricated composite wall system 2.530
Damage assessment of GFRP pultruded structural elements 357
Optimized procedures and strategies for the dynamic monitoring of historical structures 355
Annex and rigid diaphragm effects on the failure analysis and earthquake damages of historic churches 346
Evaluation of static and dynamic long-term structural monitoring for monumental masonry structure 333
Experimental and Theoretical Investigation on Masonry after High Temperature Exposure 329
Approach and methodology in understanding the structural behaviour of historic arch bridges through dynamic monitoring: the case of Rialto bridge in Venice 322
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 318
A new concrete-glulam prefabricated composite wall system : thermal behavior, life cycle assessment and structural response 311
Numerical investigation on the residual behaviour of masonry walls damaged by fire exposure 307
Preliminary numerical analysis of a masonry panel reinforced with pultruded GFRP profiles 305
Creep Effects in Pultruded FRP Beams 301
Knowledge of the construction technique of the multiple leaf masonry façades of Palazzo Ducale in Venice with ND and MD tests 293
150 Combined ND techniques for structural assessment: the case of historic Nepali constructions after the 2015 Gorkha earthquake 289
Numeric research on the mechanical properties of different masonry units during and after fire 285
Collapse mechanisms due to earthquake in the structural typologies of historic constructions: The case of Mirandola 282
Mechanical Vibrations Applied to Nondestructive Evaluation of Materials and Structures 281
HETEROGENEOUS AND CONTINUOUS MODELS: COMPARATIVE ANALYSIS OF MASONRY WALL SUBJECTED TO DIFFERENTIAL SETTLEMENTS 279
A new proposal for defining the ductility of concrete-reinforcement steels by means of a single parameter 277
Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints 276
Assessment of FRP pultruded elements under static and dynamic loads 273
SHM of Historic Damaged Churches 262
Failure analysis using acoustic and energy emission assessment of fibre reinforced polymer material performance under severe conditions 262
Residual mechanical parameters of masonry exposed to fire: a new numerical approach 258
Pushover Analysis of GFRP Pultruded Frames 255
Using Experimental Dynamic Modal Analysis in Assessing Structural Integrity in Historic Buildings 253
A review on buckling collapses of simple and complex columns made from pultruded frp material 252
Integrated topographical and inclinometric procedures for long term monitoring of complex civil structures 252
FE PROGRESSIVE FAILURE ANALYSIS OF ALL-GFRP PULTRUDED BEAM-COLUMN BOLTED JOINTS 250
Dynamic Identification of All-FRP Pultruded Structures 249
Influence of the annex on seismic behavior of historic churches 248
Effect of FRP mesh reinforcement on shear capacity and deformability of masonry walls 248
Dynamic Characterization of an All-FRP Bridge 248
Numerical analysis of a masonry panel reinforced with pultruded FRP frames 246
Bucklings interactions in columns made by built-up thin, open, pultruded FRP shapes 245
L'affidabilità delle prove Micro-Distruttive e Non-Dristruttive per l’analisi delle strutture storiche danneggiate da sisma. 245
Dynamic Response of a Sheet Pile of Fiber Reinforced Polymer for Waterfront Barriers 242
Masonry exposed to high temperatures: Mechanical behaviour and properties — An overview 239
First investigation on mixed cracks and failure modes in multi-bolted FRP plates 236
Dissipative capacity on FRP spatial pultruded structure 235
On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila 232
Integrated assessment of monumental structures through ambient vibrations and ND tests : the case of Rialto Bridge 232
Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approache 232
Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy 231
On the Performance of a Very Large All-GFRP Strut and Tie Structure 228
Structural joints made by FRP and steel: a new proposal of analysis based on the progressive damage approach 228
Mechanical performance of pultruded FRP plates in beam-to-beam connections 228
Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections 226
Global Sensitivity-Based Model Updating for Heritage Structures 224
ASSESSMENT OF VERY OLD MASONRY WALLS AFTER EARTHQUAKE BY NON-DESTRUCTIVE SONIC TESTING: THE CASE OF L'AQUILA 222
Performance of built-up columns made by pultruded FRP material 222
Damage assessment of Nepal heritage through ambient vibration analysis and visual inspection 219
Crack width evaluation in FRP reinforced concrete members 218
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement 218
Perspectives Of Employment Of Pultruded FRP Structural Elements In Seismic Engineering Field 215
Buckling of Built-up Columns of Pultruded FRP C-sections 215
Surveys on the Jagannath Temple's seismic response in Kathmandu 215
Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration 214
Predicted mechanical performance of pultruded FRP material under severe temperature duress 214
Bond in RC Member Ties with Composite and Stainless Steel Bars 213
A new model for predicting crack width with different percentages of reinforcement and concrete strength classes 213
Preliminary investigation on FRP profiles for the structural retrofit of masonry structures 211
Buckling of GFRP pultruded built-up columns 209
Shear and Local Effects in All-FRP Bolted Built-Up Columns 209
First Evaluation on Structural Behavior of All FRP Bolted Built–up Columns 208
Integrated control in monitoring historic buildings; the case of wall structures of Palazzo Ducale in Venice 206
Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints 205
Behaviour of a Historical Masonry Structure Subjected to Fire 205
Residual strength testing in pultruded FRP material under a variety of temperature cycles and values 205
Dynamic parameters of pultruded GFRP structures for seismic protection of historical building heritage 205
Structural Behavior of Double T Prestressed Slabs with High Quality Welded Wire Mesh 204
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 200
Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications 199
Sperimentazione su Materiali e Strutture, Convegno Nazionale, Venezia 6-7 dicembre 2006 199
Simplified procedure for structural integrity's evaluation of monuments in constrained context : the case of a Buddhist Temple in Bagan (Myanmar) 197
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 194
Long-term dynamic monitoring of the historical masonry facade : the case of Palazzo Ducale in Venice, Italy 194
Experimental Characterisation of Dynamic Properties of an All-FRP Truss Bridge 193
Affidabilità dei ponti storici ad arco in muratura: il caso del ponte del Diavolo nell'isola di Torcello 192
On failure modes and design of multi-bolted FRP plate in structural joints 192
GFRP Members in Free Vibrations Field, Dynamic Parameters of Profiles and 3D Structure. 191
Primi esisti del monitoraggio della chiesa di Santa Maria del Suffragio all'Aquila 191
Tension stiffening and cracking behavior in high strength concrete 190
Investigation on buckling of all-FRP bolted built-up columns 190
Carbonio + Vetro. Elementi strutturali in FRP e doppia fibra di rinforzo 186
Creep in elementi compositi: il caso della trave inflessa 186
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. 185
Tension stiffening and cracking behavior in high strength concrete 183
ND tests for a first assessment of mechanical behaviour of the stone-covered façades of Palazzo Ducale in Venice 182
Sensitivity analysis applied to the settlement of damage in historic towers 182
Riflessioni sul calcolo dell’Indice Sismico Is per torri e campanili storici 181
Buckling and shape influence in GFRP pultruded columns 181
Dynamic characterization of an all-FRP pultruded construction 181
Proposal of the concrete-GFRP interaction models 180
Experimental investigation on repair of RC pavements with SFRC 180
Approach to the structural design with pultruded elements 177
High temperature effects on masonry materials 175
Experimental assessment of tensile behavior of reinforced self-compacting concrete ties 175
TENSION STIFFENING IN HIGH STRENGTH CONCRETE 173
Technical-scientific reports on structural performances of S. Pietro di Coppito Church 173
Totale 25.502
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Categoria #
all - tutte 203.095
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 203.095
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021232 0 0 0 0 0 0 0 0 0 0 0 232
2021/20222.759 630 568 338 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
2025/20268.445 503 768 394 1.056 832 691 1.917 560 825 588 270 41
Totale 43.318