Air Iuav archivio istituzionale della ricerca

RUSSO, SALVATORE
 Distribuzione geografica
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Continente #
NA - Nord America 23.851
AS - Asia 9.187
EU - Europa 8.146
Continente sconosciuto - Info sul continente non disponibili 1.245
AF - Africa 828
SA - Sud America 327
OC - Oceania 10
Totale 43.594
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Nazione #
US - Stati Uniti d'America 21.059
CN - Cina 3.642
CA - Canada 2.705
SG - Singapore 2.414
HK - Hong Kong 1.915
UA - Ucraina 1.700
RU - Federazione Russa 1.182
IT - Italia 1.002
DE - Germania 938
GB - Regno Unito 682
FR - Francia 681
FI - Finlandia 498
PL - Polonia 407
SE - Svezia 378
SN - Senegal 371
CI - Costa d'Avorio 306
IE - Irlanda 230
VN - Vietnam 222
BR - Brasile 205
IN - India 195
KR - Corea 195
BE - Belgio 111
BD - Bangladesh 110
JP - Giappone 84
TR - Turchia 74
IQ - Iraq 72
EU - Europa 59
CH - Svizzera 55
ZA - Sudafrica 55
MX - Messico 54
ES - Italia 50
NL - Olanda 44
AR - Argentina 41
IR - Iran 40
RO - Romania 38
LT - Lituania 29
PK - Pakistan 28
PT - Portogallo 28
PH - Filippine 24
AE - Emirati Arabi Uniti 19
SA - Arabia Saudita 19
ID - Indonesia 18
CO - Colombia 17
CZ - Repubblica Ceca 17
EE - Estonia 17
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
JM - Giamaica 10
KE - Kenya 10
SC - Seychelles 10
AT - Austria 9
JO - Giordania 9
LB - Libano 9
MY - Malesia 9
AZ - Azerbaigian 8
IL - Israele 8
MD - Moldavia 8
NG - Nigeria 8
NP - Nepal 8
BG - Bulgaria 7
KG - Kirghizistan 7
AL - Albania 6
DZ - Algeria 6
AU - Australia 5
OM - Oman 5
SY - Repubblica araba siriana 5
CR - Costa Rica 4
HU - Ungheria 4
PY - Paraguay 4
AM - Armenia 3
BO - Bolivia 3
GE - Georgia 3
NZ - Nuova Zelanda 3
SV - El Salvador 3
TH - Thailandia 3
BB - Barbados 2
DK - Danimarca 2
DO - Repubblica Dominicana 2
GR - Grecia 2
GT - Guatemala 2
LK - Sri Lanka 2
LY - Libia 2
MT - Malta 2
MU - Mauritius 2
NI - Nicaragua 2
NO - Norvegia 2
PA - Panama 2
PS - Palestinian Territory 2
QA - Qatar 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
Totale 42.384
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Città #
Fairfield 2.399
Montreal 2.235
Hong Kong 1.912
Ashburn 1.897
Woodbridge 1.675
Chandler 1.615
San Jose 1.400
Singapore 1.146
Houston 1.110
Wilmington 1.021
Seattle 993
Ann Arbor 922
Jacksonville 907
Cambridge 784
Nanjing 659
Dearborn 514
San Mateo 510
Beijing 475
Lawrence 444
Toronto 410
Dakar 371
Kraków 341
Abidjan 306
Nanchang 291
The Dalles 249
Hefei 244
Council Bluffs 232
Düsseldorf 230
Dublin 228
Princeton 218
Chicago 211
Shanghai 202
Lauterbourg 199
Seoul 187
London 180
Redmond 167
Los Angeles 157
Santa Clara 131
Shenyang 129
Tianjin 129
Kunming 126
New York 125
Boardman 124
Venezia 109
Brussels 108
Philadelphia 104
Brooklyn 102
Hebei 99
Helsinki 87
Changsha 84
Tokyo 79
Jinan 77
Frankfurt am Main 75
Rome 75
San Diego 73
Dallas 64
São Paulo 64
Hangzhou 63
Jiaxing 60
Ho Chi Minh City 59
Orem 59
Venice 56
Munich 55
Bologna 54
Denver 54
Moscow 52
Warsaw 50
Zurich 49
Guangzhou 46
Ningbo 46
Zhengzhou 46
Johannesburg 44
Milan 41
Dong Ket 39
Hanoi 39
Lanzhou 39
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
Las Vegas 28
Leawood 28
Auburn Hills 27
Manchester 26
Saint Petersburg 26
Ankara 25
Baghdad 25
Augusta 24
Mexico City 24
San Francisco 24
Taizhou 24
Totale 30.655
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Nome #
Structural and thermal behaviour of a timber-concrete prefabricated composite wall system 2.531
Damage assessment of GFRP pultruded structural elements 362
Optimized procedures and strategies for the dynamic monitoring of historical structures 357
Annex and rigid diaphragm effects on the failure analysis and earthquake damages of historic churches 348
Evaluation of static and dynamic long-term structural monitoring for monumental masonry structure 336
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 325
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 314
Numerical investigation on the residual behaviour of masonry walls damaged by fire exposure 311
Preliminary numerical analysis of a masonry panel reinforced with pultruded GFRP profiles 305
Creep Effects in Pultruded FRP Beams 302
Knowledge of the construction technique of the multiple leaf masonry façades of Palazzo Ducale in Venice with ND and MD tests 295
150 Combined ND techniques for structural assessment: the case of historic Nepali constructions after the 2015 Gorkha earthquake 291
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 285
Mechanical Vibrations Applied to Nondestructive Evaluation of Materials and Structures 281
HETEROGENEOUS AND CONTINUOUS MODELS: COMPARATIVE ANALYSIS OF MASONRY WALL SUBJECTED TO DIFFERENTIAL SETTLEMENTS 280
Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints 279
A new proposal for defining the ductility of concrete-reinforcement steels by means of a single parameter 277
Assessment of FRP pultruded elements under static and dynamic loads 273
Failure analysis using acoustic and energy emission assessment of fibre reinforced polymer material performance under severe conditions 264
SHM of Historic Damaged Churches 262
Residual mechanical parameters of masonry exposed to fire: a new numerical approach 259
Pushover Analysis of GFRP Pultruded Frames 257
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 253
Integrated topographical and inclinometric procedures for long term monitoring of complex civil structures 253
FE PROGRESSIVE FAILURE ANALYSIS OF ALL-GFRP PULTRUDED BEAM-COLUMN BOLTED JOINTS 250
Dynamic Identification of All-FRP Pultruded Structures 250
Dynamic Characterization of an All-FRP Bridge 250
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
Numerical analysis of a masonry panel reinforced with pultruded FRP frames 248
Bucklings interactions in columns made by built-up thin, open, pultruded FRP shapes 246
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 240
First investigation on mixed cracks and failure modes in multi-bolted FRP plates 236
Dissipative capacity on FRP spatial pultruded structure 235
Mechanical performance of pultruded FRP plates in beam-to-beam connections 235
On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila 234
Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approache 234
Integrated assessment of monumental structures through ambient vibrations and ND tests : the case of Rialto Bridge 233
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
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 223
Performance of built-up columns made by pultruded FRP material 222
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement 222
Crack width evaluation in FRP reinforced concrete members 221
Predicted mechanical performance of pultruded FRP material under severe temperature duress 221
Damage assessment of Nepal heritage through ambient vibration analysis and visual inspection 221
Buckling of Built-up Columns of Pultruded FRP C-sections 217
Surveys on the Jagannath Temple's seismic response in Kathmandu 216
Perspectives Of Employment Of Pultruded FRP Structural Elements In Seismic Engineering Field 215
A new model for predicting crack width with different percentages of reinforcement and concrete strength classes 215
Bond in RC Member Ties with Composite and Stainless Steel Bars 214
Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration 214
Preliminary investigation on FRP profiles for the structural retrofit of masonry structures 213
Buckling of GFRP pultruded built-up columns 211
Structural Behavior of Double T Prestressed Slabs with High Quality Welded Wire Mesh 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 209
Integrated control in monitoring historic buildings; the case of wall structures of Palazzo Ducale in Venice 207
Behaviour of a Historical Masonry Structure Subjected to Fire 207
Dynamic parameters of pultruded GFRP structures for seismic protection of historical building heritage 206
Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints 205
Residual strength testing in pultruded FRP material under a variety of temperature cycles and values 205
Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications 200
Sperimentazione su Materiali e Strutture, Convegno Nazionale, Venezia 6-7 dicembre 2006 200
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 200
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 198
Long-term dynamic monitoring of the historical masonry facade : the case of Palazzo Ducale in Venice, Italy 198
Simplified procedure for structural integrity's evaluation of monuments in constrained context : the case of a Buddhist Temple in Bagan (Myanmar) 197
On failure modes and design of multi-bolted FRP plate in structural joints 197
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 193
GFRP Members in Free Vibrations Field, Dynamic Parameters of Profiles and 3D Structure. 192
Primi esisti del monitoraggio della chiesa di Santa Maria del Suffragio all'Aquila 192
Investigation on buckling of all-FRP bolted built-up columns 192
Tension stiffening and cracking behavior in high strength concrete 191
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 184
Sensitivity analysis applied to the settlement of damage in historic towers 183
ND tests for a first assessment of mechanical behaviour of the stone-covered façades of Palazzo Ducale in Venice 182
Riflessioni sul calcolo dell’Indice Sismico Is per torri e campanili storici 181
Buckling and shape influence in GFRP pultruded columns 181
Proposal of the concrete-GFRP interaction models 181
Dynamic characterization of an all-FRP pultruded construction 181
Experimental investigation on repair of RC pavements with SFRC 181
Approach to the structural design with pultruded elements 178
Seismic Behaviour of a Complex Historical Church in L'Aquila 176
High temperature effects on masonry materials 176
Experimental assessment of tensile behavior of reinforced self-compacting concrete ties 176
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila 176
Totale 25.634
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Categoria #
all - tutte 209.609
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 209.609
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.129 0 568 338 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
2025/20268.485 503 768 394 1.056 832 691 1.917 560 825 588 270 81
2026/2027236 184 52 0 0 0 0 0 0 0 0 0 0
Totale 43.594