CINECA IRIS Institutional Research Information System

SALVATORE, WALTER
 Distribuzione geografica
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Continente #
NA - Nord America 22.936
EU - Europa 11.978
AS - Asia 10.485
SA - Sud America 1.462
Continente sconosciuto - Info sul continente non disponibili 592
AF - Africa 531
OC - Oceania 59
Totale 48.043
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Nazione #
US - Stati Uniti d'America 19.934
IT - Italia 4.548
SG - Singapore 3.145
CN - Cina 3.035
CA - Canada 2.830
FI - Finlandia 2.186
HK - Hong Kong 1.632
SE - Svezia 1.226
BR - Brasile 1.156
VN - Vietnam 846
DE - Germania 826
BG - Bulgaria 664
GB - Regno Unito 591
FR - Francia 498
TR - Turchia 451
UA - Ucraina 340
RU - Federazione Russa 312
JP - Giappone 230
KR - Corea 226
IN - India 223
CH - Svizzera 177
CI - Costa d'Avorio 165
NL - Olanda 135
SN - Senegal 108
AR - Argentina 107
BD - Bangladesh 100
BE - Belgio 85
MX - Messico 75
PK - Pakistan 69
IQ - Iraq 67
IR - Iran 63
ID - Indonesia 57
ZA - Sudafrica 53
PT - Portogallo 52
MA - Marocco 51
EC - Ecuador 48
CO - Colombia 46
PL - Polonia 45
SA - Arabia Saudita 44
ES - Italia 42
NP - Nepal 41
PH - Filippine 36
AU - Australia 33
VE - Venezuela 33
UZ - Uzbekistan 32
AT - Austria 30
DZ - Algeria 30
RO - Romania 27
GR - Grecia 26
NZ - Nuova Zelanda 25
LV - Lettonia 24
KE - Kenya 23
MY - Malesia 23
AE - Emirati Arabi Uniti 22
EG - Egitto 20
IE - Irlanda 20
IL - Israele 20
CL - Cile 18
CR - Costa Rica 16
JO - Giordania 16
TN - Tunisia 16
JM - Giamaica 15
PY - Paraguay 15
SI - Slovenia 15
AZ - Azerbaigian 14
CZ - Repubblica Ceca 14
ET - Etiopia 14
LK - Sri Lanka 14
LT - Lituania 14
UY - Uruguay 14
HR - Croazia 13
PE - Perù 13
TT - Trinidad e Tobago 12
EE - Estonia 11
KZ - Kazakistan 11
BJ - Benin 10
PS - Palestinian Territory 10
BO - Bolivia 9
RS - Serbia 9
TH - Thailandia 9
DK - Danimarca 8
HN - Honduras 8
NG - Nigeria 8
BS - Bahamas 7
LB - Libano 7
NI - Nicaragua 7
OM - Oman 7
AO - Angola 6
BB - Barbados 6
LU - Lussemburgo 6
MD - Moldavia 6
SK - Slovacchia (Repubblica Slovacca) 6
NO - Norvegia 5
PA - Panama 5
QA - Qatar 5
SY - Repubblica araba siriana 5
AL - Albania 4
BY - Bielorussia 4
DO - Repubblica Dominicana 4
GE - Georgia 4
Totale 47.373
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Città #
Montreal 2.362
Ashburn 2.027
Helsinki 1.951
Woodbridge 1.847
Singapore 1.817
Hong Kong 1.605
Ann Arbor 1.580
Santa Clara 1.285
Houston 1.093
San Jose 1.066
Milan 1.037
Chandler 1.028
Fairfield 998
Beijing 677
Dallas 670
Sofia 661
Shanghai 659
Serra 654
New York 499
Jacksonville 490
Seattle 418
Wilmington 405
Ottawa 389
Cambridge 382
Boardman 336
Rome 296
Los Angeles 290
Hefei 289
Princeton 257
Lawrence 255
Izmir 249
Lauterbourg 248
Council Bluffs 233
Nanjing 225
Ho Chi Minh City 221
Lancaster 206
Seoul 202
Tokyo 182
Bremen 173
Florence 168
Abidjan 165
Hanoi 152
Bern 144
Frankfurt am Main 142
Istanbul 134
Des Moines 133
Medford 132
Buffalo 127
Pisa 124
Boulder 114
Munich 112
Dakar 108
Jüchen 86
Redondo Beach 85
Nanchang 82
São Paulo 80
Dearborn 72
Dong Ket 70
Genoa 70
Orem 66
Lucca 63
Brussels 60
Atlanta 51
Redwood City 50
San Diego 48
Columbus 47
Tianjin 46
Chennai 44
Düsseldorf 44
Changsha 43
Chicago 42
Guangzhou 42
Kunming 42
London 42
Shenyang 42
Marseille 41
The Dalles 41
Hebei 38
Naples 38
Phoenix 38
Turku 36
Bologna 35
Amsterdam 33
Livorno 32
Jiaxing 31
Norwalk 31
Tashkent 31
Baghdad 30
Manchester 29
Rio de Janeiro 28
Toronto 28
Belo Horizonte 27
Da Nang 27
Hangzhou 27
Brasília 26
Eden Prairie 26
Turin 26
Warsaw 26
Brooklyn 25
Pune 25
Totale 33.109
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Nome #
Alcune considerazioni sull’evoluzione normativa dei carichi da traffico nella progettazione dei ponti stradali in Italia 5.054
Fatigue assessment of Panaro bridge: preliminary results 450
Damage detection of a steel-concrete composite frame by a multi-level approach: experimental measurements and modal identification 392
Sicurezza e Resilienza delle Infrastrutture 363
Experimental dynamic analysis of the Sesia viaduct, a composite high-speed railway bridge 350
Evaluation of Seismic Vulnerability of Santa Maria del Mar in Barcelona by an Integrated Approach Based on Terrestrial Laser Scanner and Finite Element Modelling 350
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 321
Design and analysis of automated rack supported warehouses 320
SEISMIC RETROFIT OF AN INDUSTRIAL STRUCTURE THROUGH AN INNOVATIVE SELF-CENTERING HYSTERETIC DAMPER: MODELLING, ANALYSIS AND OPTIMIZATION 292
Effects of corrosion on low-cycle fatigue (seismic) behaviour of high-strength steel reinforcing bars (Rusteel) 280
Post-seismic assessment of existing constructions: evaluation of the shakemaps for identifying exclusion zones in Emilia 257
Dual-phase steel rebars for high-ductile r.c. structures, Part 1: Microstructural and mechanical characterization of steel rebars 240
Displacement based seismic design of steel moment resisting frame structures (DiSTEEL) 239
Progettazione resiliente di strutture in acciaio con connessioni dissipative DRD 236
Modified cyclic steel law including bond-slip for analysis of RC structures with plain bars 234
Behaviour and modelling of partial-strength beam-to-column composite joints for seismic applications 231
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 230
Fatigue damage control and assessment for railways bridges (FADLESS) 224
Steel-based applications in earthquake-prone areas (STEEL-EARTH). Final Report - EUR 28459 EN 224
A macroseismic approach for the evaluation of the seismic risk 222
Seismic performance of a 3D full-scale high-ductility steel-concrete composite moment-resisting structure - Part I: Design and testing procedure 221
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area (INNO-HYCO) 220
The Development and Statistical Analysis of a Material Strength Database of Existing Italian Prestressed Concrete Bridges 218
Dual-Phase steel reinforcing bars for MRFs structures in seismic prone-areas 216
Multi-level approach for the assessment of bridge and viaducts within road networks 216
INFLUENCE OF STEEL MECHANICAL PROPERTIES ON EBF SEISMIC BEHAVIOUR 208
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 205
The structural behavior of a composite bridge during the passage of high-speed trains 205
Seismic performance of a 3D full-scale high-ductility steel-concrete composite moment-resisting structure - Part II: Test results and analytical validation 204
Damage analysis of a steel concrete composite frame by finite element model updating 204
Design and assessment of steel and steel-concrete composite structures: efficacy of en1998 design procedure 203
Evolution of Design Traffic Loads for Italian Road Bridges 203
Dual-Phase steel rebars for High-Ductile R.C. Structures Part 1: microstructural and mechanical characterisation of steel rebars 202
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part I: bell’s action measurement and modeling 201
Component-based models of dissipative partial-strength beam-to-column composite joints 200
Dynamical identification and modelling of steel-concrete composite High Speed railway bridges 197
Identification and Control of Structural Systems 195
Operational Modal Analysis of civil engineering structures: aims and applications 194
Key findings from long-term operational modal analysis of a landmark steel arch bridge in Italy 193
Fatigue assessment of Sesia high-speed railway viaduct 193
An innovative solution for hybrid steel-glass self-bearing modular systems 187
Influence of variability of material mechanical properties on seismic performance of steel and steel–concrete composite structures 187
Experimental dynamic analysis of steel concrete composite railway bridges: the Sesia viaduct on the high speed line Turin-Milan 185
An innovative seismic-resistant steel frame with reinforced concrete infill walls 185
Weigh in Motion Measurement and Experimental Fatigue Assessment of a Railway Bridge 184
Speedup of post earthquake community recovery: the case of precast industrial buildings after the Emilia 2012 earthquake 184
Assessment of the dynamic and fatigue behaviour of the Panaro railway steel bridge 183
Global and local dynamic behaviour of the Sesia viaduct, a steel-concrete composite railway bridge on the HS line Turin-Milan, 181
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 179
Numerical modelling, analysis and retrofit of the historical masonry building "La Sapienza" in Pisa 179
Design, testing and analysis of high ductile partial-strength steel-concrete composite beam-to-column joints 178
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 176
Development, design and experimental validation of a steel self-centering device (SSCD) for seismic protection of buildings 176
Applicability of composite structures to sway frames 175
Long-term monitoring of Sesia high-speed railway viaduct 175
Dual-Phase steel re-bars for High-Ductile R.C. Structures Part 2: rotational capacity of beams 175
Steel solutions for seismic retrofit and upgrade of existing constructions (Steelretro) 175
A multidisciplinary approach for fatigue assessment of a steel concrete high speed railway bridge on Sesia river 175
Partial safety factors for resistence of steel elements to EC3 and EC4. Calibration for various steel products and failure criteria 174
Seismic behaviour of a 3D full-scale steel-concrete composite moment resisting frame structure 174
Dual-phase steel reinforcement for high-ductile concrete structures 174
Structural fire performance of earthquake-resistant composite steel-concrete frames 172
A new generation of high-ductile Dual-Phase steel reinforcing bars 172
Influence of low-cycle fatigue and corrosion phenomena on the ductile behaviour of steel reinforcing bars 171
Mechanical performance versus corrosion damage indicators for corroded steel reinforcing bars 171
PALAZZO LA SAPIENZA IN PISA: STRUCTURAL ASSESSMENT AND RETROFIT OF AN HISTORICAL MASONRY BUILDING IN ITALY 170
Component-Based Model and Experimental Behavior of a Dissipative Steel Link for Hybrid Structures 170
Experimental modal analysis and numerical modelling of steel-concrete composite bridges in the new HS railway lines 169
Rapporto dei danni provocati dell'evento sismico del 6 aprile sugli edifici scolastici del centro storico dell'Aquila. Report RELUIS, Rete dei Laboratori Universitari di Ingegneria Sismica, 2009 167
Optimising the seismic performance of steel and steel-concrete structures by standardising material quality control (OPUS) 167
Seismic behavior of an industrial steel structure retrofitted with self-centering hysteretic dampers 167
Experimental tests on real-scale EBF structures with horizontal and vertical links 167
Dynamic monitoring of an ancient masonry bridge on Carrara marble way 166
Partial strength beam-to-column composite joints for seismic applications: behavior, modeling and parametric analysis 166
Multiple stiffened cold-formed steel profiles for cylindrical vault roofing systems 166
An enhanced component based model for steel links in hybrid structures 166
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 166
Updated models for steel-concrete composite HS railway bridges 165
Stochastic modelling of traffic loads for multilane effect evaluation 164
Experimental modal analysis and fatigue assessment on the Lagoscuro viaduct 164
Statistical properties of the European production of structural steels 163
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 163
Stochastic model for multi-lane traffic effects on bridges 163
Structural Performance of an Innovative Composite Shear Wall System: Experimental Results 162
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part II: measurement and modelling of the tower motion 161
Development of an asymmetric re-centering dissipative device 161
High-ductile partial-strength composite beam-to-column joints: experimental analyses and comparisons 160
Influence of low-cycle fatigue and corrosion phenomena on the structural behaviour of steel reinforcing bars 160
Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls 160
Design for optimal performance of high-speed railway bridges by enhanced monitoring systems (Details) 159
Effect of corrosion induced damages on tensile and fatigue properties of concrete reinforcing bars 158
Analisi modale operativa di costruzioni civili: alcune applicazioni 158
Analisi Dinamica Sperimentale e Monitoraggio a Lungo Termine di ponti ferroviari in soluzione composta acciaio-calcestruzzo per le nuove linee AV 158
A semi-analytical model for dissipative shear links: experimental tests and numerical analyses 158
Vibration insulation of test benches for comfort and fatigue assessment of cars 157
A 24-bit permanent monitoring system for bridges: development and initial results 157
Design and experimental analysis of an externally prestressed steel and concrete footbridge equipped with vibration mitigation devices 157
Micro and Macro Structural Investigations on Welded Joints of Composite Truss Steel Concrete Beams 156
Assessing fire damage to r.c. elements 156
Dataset of the experimental behavior of an asymmetric self-centering dissipative device 156
Totale 24.737
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Categoria #
all - tutte 122.158
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 122.158
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.613 0 206 82 183 516 377 87 171 175 65 191 560
2022/20233.619 378 329 266 428 366 516 42 269 761 40 177 47
2023/20245.868 442 408 402 330 510 498 88 367 54 2.374 63 332
2024/20259.418 118 393 212 461 914 1.085 560 679 837 1.208 1.012 1.939
2025/202611.292 380 1.180 786 796 1.051 963 1.568 516 2.473 936 413 230
2026/20271.238 336 902 0 0 0 0 0 0 0 0 0 0
Totale 48.043