Air Iuav archivio istituzionale della ricerca

RUSSO, SALVATORE
 Distribuzione geografica
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Continente #
NA - Nord America 19.326
EU - Europa 5.789
AS - Asia 3.641
AF - Africa 385
Continente sconosciuto - Info sul continente non disponibili 59
SA - Sud America 34
OC - Oceania 4
Totale 29.238
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Nazione #
US - Stati Uniti d'America 16.720
CA - Canada 2.604
CN - Cina 2.431
UA - Ucraina 1.690
DE - Germania 783
IT - Italia 669
HK - Hong Kong 583
GB - Regno Unito 556
SG - Singapore 474
FR - Francia 425
FI - Finlandia 410
SN - Senegal 370
PL - Polonia 353
SE - Svezia 343
IE - Irlanda 220
BE - Belgio 95
RU - Federazione Russa 92
EU - Europa 59
CH - Svizzera 51
VN - Vietnam 42
IN - India 36
RO - Romania 36
IR - Iran 31
BR - Brasile 28
PT - Portogallo 22
TR - Turchia 22
SC - Seychelles 10
LT - Lituania 9
NL - Olanda 9
KZ - Kazakistan 8
CZ - Repubblica Ceca 7
ES - Italia 5
KR - Corea 5
AU - Australia 4
AL - Albania 3
EG - Egitto 3
AR - Argentina 2
BG - Bulgaria 2
CL - Cile 2
IQ - Iraq 2
JP - Giappone 2
KG - Kirghizistan 2
LV - Lettonia 2
MT - Malta 2
NO - Norvegia 2
AM - Armenia 1
BO - Bolivia 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
IS - Islanda 1
LK - Sri Lanka 1
MA - Marocco 1
MD - Moldavia 1
PA - Panama 1
PE - Perù 1
PH - Filippine 1
ZA - Sudafrica 1
Totale 29.238
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Città #
Fairfield 2.399
Montreal 2.193
Woodbridge 1.675
Chandler 1.614
Ashburn 1.233
Houston 1.090
Wilmington 1.018
Seattle 980
Ann Arbor 921
Jacksonville 905
Cambridge 784
Nanjing 659
Hong Kong 580
Dearborn 512
San Mateo 510
Lawrence 444
Toronto 396
Dakar 370
Singapore 346
Kraków 341
Nanchang 291
Düsseldorf 230
Dublin 219
Princeton 218
Beijing 196
Redmond 167
London 150
Shenyang 129
Tianjin 128
Kunming 126
Boardman 123
Venezia 109
Hebei 99
Philadelphia 99
Brussels 95
Changsha 82
Jinan 77
San Diego 70
Chicago 69
Brooklyn 66
Hangzhou 61
Jiaxing 59
Rome 52
Zurich 49
Bologna 48
Ningbo 46
Zhengzhou 45
Santa Clara 41
Guangzhou 40
Dong Ket 39
Lanzhou 39
Los Angeles 36
Caserta 35
Timisoara 33
Berlin 32
Changchun 31
Ardabil 28
Leawood 28
Auburn Hills 27
Saint Petersburg 26
Taizhou 24
São Paulo 22
Renton 21
Augusta 20
Helsinki 20
Las Vegas 20
Monmouth Junction 19
Munich 18
Falls Church 17
Kocaeli 17
Norwalk 17
Fuzhou 16
Milan 16
Shanghai 16
Carbonera 15
Haikou 15
Atlanta 14
Chiswick 14
Islington 14
Mumbai 14
Indiana 13
Prescot 13
Venice 12
Miami 11
Ottawa 11
Vigonovo 11
Des Moines 10
Kilburn 10
Warsaw 10
Atri 8
Corroios 8
Hefei 8
New Bedfont 8
Pescara 8
Tappahannock 8
Treviso 8
Acton 7
Ancona 7
Brno 7
Frankfurt am Main 7
Totale 23.042
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Nome #
Structural and thermal behaviour of a timber-concrete prefabricated composite wall system 2.452
Damage assessment of GFRP pultruded structural elements 322
Optimized procedures and strategies for the dynamic monitoring of historical structures 276
Experimental and Theoretical Investigation on Masonry after High Temperature Exposure 274
Evaluation of static and dynamic long-term structural monitoring for monumental masonry structure 264
Numerical investigation on the residual behaviour of masonry walls damaged by fire exposure 262
Annex and rigid diaphragm effects on the failure analysis and earthquake damages of historic churches 261
Mechanical Vibrations Applied to Nondestructive Evaluation of Materials and Structures 254
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 242
Numeric research on the mechanical properties of different masonry units during and after fire 235
Approach and methodology in understanding the structural behaviour of historic arch bridges through dynamic monitoring: the case of Rialto bridge in Venice 233
Preliminary numerical analysis of a masonry panel reinforced with pultruded GFRP profiles 230
Failure analysis using acoustic and energy emission assessment of fibre reinforced polymer material performance under severe conditions 223
Creep Effects in Pultruded FRP Beams 222
Residual mechanical parameters of masonry exposed to fire: a new numerical approach 221
Knowledge of the construction technique of the multiple leaf masonry façades of Palazzo Ducale in Venice with ND and MD tests 221
Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints 221
Using Experimental Dynamic Modal Analysis in Assessing Structural Integrity in Historic Buildings 218
Effect of FRP mesh reinforcement on shear capacity and deformability of masonry walls 213
Collapse mechanisms due to earthquake in the structural typologies of historic constructions: The case of Mirandola 213
SHM of Historic Damaged Churches 211
150 Combined ND techniques for structural assessment: the case of historic Nepali constructions after the 2015 Gorkha earthquake 209
Bucklings interactions in columns made by built-up thin, open, pultruded FRP shapes 208
First investigation on mixed cracks and failure modes in multi-bolted FRP plates 202
A new concrete-glulam prefabricated composite wall system : thermal behavior, life cycle assessment and structural response 200
Assessment of FRP pultruded elements under static and dynamic loads 196
Pushover Analysis of GFRP Pultruded Frames 195
HETEROGENEOUS AND CONTINUOUS MODELS: COMPARATIVE ANALYSIS OF MASONRY WALL SUBJECTED TO DIFFERENTIAL SETTLEMENTS 194
Structural joints made by FRP and steel: a new proposal of analysis based on the progressive damage approach 194
Integrated assessment of monumental structures through ambient vibrations and ND tests : the case of Rialto Bridge 194
A new proposal for defining the ductility of concrete-reinforcement steels by means of a single parameter 192
On the Performance of a Very Large All-GFRP Strut and Tie Structure 191
Integrated topographical and inclinometric procedures for long term monitoring of complex civil structures 191
Dynamic Response of a Sheet Pile of Fiber Reinforced Polymer for Waterfront Barriers 188
Dissipative capacity on FRP spatial pultruded structure 188
Global Sensitivity-Based Model Updating for Heritage Structures 187
Masonry exposed to high temperatures: Mechanical behaviour and properties — An overview 187
Influence of the annex on seismic behavior of historic churches 186
A review on buckling collapses of simple and complex columns made from pultruded frp material 186
Mechanical performance of pultruded FRP plates in beam-to-beam connections 186
Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy 185
Dynamic Characterization of an All-FRP Bridge 185
Dynamic Identification of All-FRP Pultruded Structures 184
Numerical analysis of a masonry panel reinforced with pultruded FRP frames 184
FE PROGRESSIVE FAILURE ANALYSIS OF ALL-GFRP PULTRUDED BEAM-COLUMN BOLTED JOINTS 183
On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila 181
Preliminary investigation on FRP profiles for the structural retrofit of masonry structures 181
First Evaluation on Structural Behavior of All FRP Bolted Built–up Columns 179
Predicted mechanical performance of pultruded FRP material under severe temperature duress 179
Perspectives Of Employment Of Pultruded FRP Structural Elements In Seismic Engineering Field 177
The City Hall of Mirandola Hardly Hit by the Earthquake of 2012: Damage Assessment and Approaches for the Seismic Improvement 175
Shear and Local Effects in All-FRP Bolted Built-Up Columns 172
Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints 171
Dynamic parameters of pultruded GFRP structures for seismic protection of historical building heritage 171
Residual strength testing in pultruded FRP material under a variety of temperature cycles and values 170
Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration 167
Performance of built-up columns made by pultruded FRP material 167
Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections 167
Structural Behavior of Double T Prestressed Slabs with High Quality Welded Wire Mesh 163
Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake 163
Simplified procedure for structural integrity's evaluation of monuments in constrained context : the case of a Buddhist Temple in Bagan (Myanmar) 162
Experimental Characterisation of Dynamic Properties of an All-FRP Truss Bridge 162
On failure modes and design of multi-bolted FRP plate in structural joints 157
Crack width evaluation in FRP reinforced concrete members 156
Surveys on the Jagannath Temple's seismic response in Kathmandu 156
Investigation on buckling of all-FRP bolted built-up columns 155
Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications 154
On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge 154
Proposal of the concrete-GFRP interaction models 150
Dynamic characterization of an all-FRP pultruded construction 150
GFRP Members in Free Vibrations Field, Dynamic Parameters of Profiles and 3D Structure. 149
L'affidabilità delle prove Micro-Distruttive e Non-Dristruttive per l’analisi delle strutture storiche danneggiate da sisma. 148
Sperimentazione su Materiali e Strutture, Convegno Nazionale, Venezia 6-7 dicembre 2006 146
Bond in RC Member Ties with Composite and Stainless Steel Bars 143
Long-term dynamic monitoring of the historical masonry facade : the case of Palazzo Ducale in Venice, Italy 143
Anime Sante Church's Dome After 2009 L'Aquila Earthquake, Monitoring and Strengthening Approache 143
A new model for predicting crack width with different percentages of reinforcement and concrete strength classes 142
Experimental investigation on repair of RC pavements with SFRC 142
ND tests for a first assessment of mechanical behaviour of the stone-covered façades of Palazzo Ducale in Venice 140
GFRP Structures Subjected to Dynamic Action 136
Microstructural analysis of GFRP failure mechanisms after compressive load and temperature duress 135
Buckling of Built-up Columns of Pultruded FRP C-sections 134
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. 129
Integrated control in monitoring historic buildings; the case of wall structures of Palazzo Ducale in Venice 127
Tension stiffening and cracking behavior in high strength concrete 126
Reliability of vibration based tests for masonry compactness evaluation in sensitive case studies 124
Riflessioni sul calcolo dell’Indice Sismico Is per torri e campanili storici 123
Seismic Behaviour of a Complex Historical Church in L'Aquila 122
Sensitivity analysis applied to the settlement of damage in historic towers 122
Buckling of GFRP pultruded built-up columns 118
Technical-scientific reports on structural performances of S. Pietro di Coppito Church 117
Primi esisti del monitoraggio della chiesa di Santa Maria del Suffragio all'Aquila 115
Tension stiffening and cracking behavior in high strength concrete 114
Carbonio + Vetro. Elementi strutturali in FRP e doppia fibra di rinforzo 113
ASSESSMENT OF VERY OLD MASONRY WALLS AFTER EARTHQUAKE BY NON-DESTRUCTIVE SONIC TESTING: THE CASE OF L'AQUILA 112
Damage assessment of Nepal heritage through ambient vibration analysis and visual inspection 112
MINIMUM REINFORCEMENT AREAS IN H.S.C. 111
The influence of high strenght concrete in ductility of RC deflected beams 109
TENSION STIFFENING IN HIGH STRENGTH CONCRETE 109
Evoluzione della duttilità nelle barre per cemento armato 108
Totale 19.814
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Categoria #
all - tutte 132.851
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 132.851
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20203.811 0 0 0 0 223 1.017 516 608 428 503 300 216
2020/20214.805 488 384 580 381 425 424 417 288 151 320 715 232
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
2024/20251.020 351 126 294 103 146 0 0 0 0 0 0 0
Totale 30.301