UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
AS - Asia 11.725
NA - Nord America 10.240
EU - Europa 4.261
SA - Sud America 984
Continente sconosciuto - Info sul continente non disponibili 501
AF - Africa 183
OC - Oceania 19
Totale 27.913
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Nazione #
US - Stati Uniti d'America 9.898
HK - Hong Kong 7.216
IT - Italia 2.134
SG - Singapore 1.961
CN - Cina 886
BR - Brasile 729
VN - Vietnam 670
RU - Federazione Russa 438
UA - Ucraina 303
DE - Germania 235
FR - Francia 222
CA - Canada 177
IE - Irlanda 174
TR - Turchia 170
SE - Svezia 164
KR - Corea 163
IN - India 160
GB - Regno Unito 149
FI - Finlandia 138
BD - Bangladesh 105
AR - Argentina 87
JP - Giappone 64
NL - Olanda 64
IQ - Iraq 63
MX - Messico 54
CO - Colombia 42
ZA - Sudafrica 42
PL - Polonia 40
DZ - Algeria 38
PK - Pakistan 37
VE - Venezuela 31
ID - Indonesia 29
ES - Italia 27
AT - Austria 26
SA - Arabia Saudita 25
EC - Ecuador 24
MA - Marocco 24
IR - Iran 23
PH - Filippine 23
CR - Costa Rica 22
PT - Portogallo 22
BE - Belgio 19
CL - Cile 17
MY - Malesia 17
TN - Tunisia 17
JM - Giamaica 16
NZ - Nuova Zelanda 16
UZ - Uzbekistan 16
AE - Emirati Arabi Uniti 15
BO - Bolivia 15
PY - Paraguay 15
JO - Giordania 14
KE - Kenya 14
HN - Honduras 13
PE - Perù 13
LT - Lituania 12
EG - Egitto 11
NI - Nicaragua 10
UY - Uruguay 10
CZ - Repubblica Ceca 9
RO - Romania 9
TT - Trinidad e Tobago 9
AL - Albania 8
GT - Guatemala 8
KZ - Kazakistan 8
NO - Norvegia 8
RS - Serbia 8
CH - Svizzera 7
HR - Croazia 7
PR - Porto Rico 7
TW - Taiwan 7
BG - Bulgaria 6
ET - Etiopia 6
GR - Grecia 6
IL - Israele 6
LB - Libano 6
MD - Moldavia 6
AZ - Azerbaigian 5
BY - Bielorussia 5
CW - ???statistics.table.value.countryCode.CW??? 5
GP - Guadalupe 5
NP - Nepal 5
OM - Oman 5
BB - Barbados 4
EE - Estonia 4
LY - Libia 4
PS - Palestinian Territory 4
SC - Seychelles 4
SV - El Salvador 4
XK - ???statistics.table.value.countryCode.XK??? 4
AU - Australia 3
BW - Botswana 3
CI - Costa d'Avorio 3
DK - Danimarca 3
EU - Europa 3
KW - Kuwait 3
ML - Mali 3
PA - Panama 3
QA - Qatar 3
SN - Senegal 3
Totale 27.378
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Città #
Hong Kong 7.186
Ann Arbor 1.419
Ashburn 1.104
San Jose 979
Singapore 971
Milan 696
Chandler 485
Princeton 466
Council Bluffs 428
Dallas 387
Jacksonville 379
Woodbridge 364
Houston 356
Beijing 234
Wilmington 219
The Dalles 188
Ho Chi Minh City 186
Lauterbourg 172
Dublin 169
Rome 167
Dong Ket 136
Hanoi 136
São Paulo 131
New York 129
Santa Clara 129
Salerno 114
Izmir 112
Moscow 110
Andover 101
Naples 99
Munich 95
Los Angeles 91
Nanjing 82
Boardman 76
Helsinki 54
Pellezzano 53
Toronto 52
Fisciano 49
Brooklyn 45
Tokyo 45
Columbus 44
Fairfield 40
Figino 40
Phoenix 40
Turin 39
Chicago 38
Orem 36
Redwood City 36
Warsaw 34
Denver 33
Montreal 32
Amsterdam 30
Atlanta 30
Hebei 30
Pune 30
Washington 29
San Francisco 28
Norwalk 27
Changsha 26
Florence 26
Stockholm 26
Nanchang 25
Da Nang 24
Johannesburg 24
London 24
Baghdad 23
Jiaxing 22
Nuremberg 22
Boston 21
Haiphong 21
Seattle 21
Shanghai 21
Dhaka 20
Rio de Janeiro 20
Frankfurt am Main 19
Mexico City 19
New Delhi 19
Montoro 17
Basingstoke 16
Chennai 16
Curitiba 16
Lappeenranta 16
Napoli 16
Shenyang 16
Tashkent 16
Guangzhou 15
Memphis 15
Miami 15
Newark 15
Palermo 15
San José 15
Seoul 15
Manchester 14
Philadelphia 14
Poplar 14
Queens 14
Quito 14
San Mango Piemonte 14
Ankara 13
Bologna 13
Totale 19.777
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.173
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 937
Seismic Assessment of the DREAMERS Building Prototype 750
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 552
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 503
Theoretical and experimental analysis of t-stubs with four bolts in one row 471
Mechanical modelling of exposed column base plate joints under cyclic loads 441
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 400
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 400
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 396
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 322
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 310
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 304
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 290
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 241
Seismic enhancement of masonry arches by means of fibrereinforced mortar 238
Critical issues in parametric calibration of cyclic models for steel members 220
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 216
Simplified finite element analysis of bolted Tstub connection components 212
Proposed simplified approach for the seismic analysis of multi-storey moment resisting framed buildings incorporating friction sliders 205
Damage-free self-centring links for eccentrically braced frames: development and numerical study 204
Experimental analysis of friction material for Free from Damage connections 198
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 195
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 189
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 179
Innovative connections for timber panel buildings 179
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 178
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 178
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 170
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 169
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 166
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 164
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 164
Full Strength of Column Base Connections accounting for Random Material Variability 163
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 162
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 161
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 158
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 157
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 156
Genetic Algorithm for the optimal placement of Self-Centering Damage-Free joints in steel MRFs 155
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 155
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 154
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 154
Bearing strength of shear connections for tubular structures: An analytical approach 152
Bolted T-stubs: A refined model for flange and bolt fracture modes 150
Development and validation of design criteria for free from damage steel joints 150
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 146
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 145
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 145
X.shaped T-stub joints: experimental analysis and design 144
Preliminar study on beam-to-column joints under impact loading 144
Experimental and theoretical analysis of shear bolted connections for tubular structures 144
Rotational behaviour of column base plate connections: Experimental analysis and modelling 142
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 142
Reliable calibration of cyclic models for steel members 142
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 142
Comportamento a collasso di T-stub dissipativi 140
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 140
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 140
Performance evaluation of a seismic retrofitted R.C. precast industrial building 140
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 138
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 138
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 137
Seismic behaviour of moment resisting frames with dissipative double split tee joints 136
Cyclic modelling of bolted beam-to-column connections: component approach 135
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 135
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 135
Experimental analysis on friction materials for supplemental damping devices 134
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 133
Design of full-strength full-ductility extended end-plate beam-to-column joints 133
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 133
Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations 132
Application of Anti-seismic Devices with Metal Foam Core for the Retrofitting of an Existing Steel Structure 132
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 132
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 132
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 131
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 130
Experimental and numerical analysis of the ultimate behaviour of square hollow sections under combined axial and bending loads 130
Component modelling of connections between circular-hollow-sections and through-all members 129
Bending response of sandwich panels with steel skins and aluminium foam core 128
Design of X-shaped double split tee joints accounting for moment–shear interaction 127
Analytical assessment of the friction dampers behaviour under different loading rates 127
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 126
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 126
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 123
Cyclic behaviour of friction materials for FREEDAM connections 123
Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams 123
Application of a Genetic Algorithm for the Optimal Calibration of Hysteretic Models 121
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 119
Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections 119
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 118
Monotonic Modelling, Cyclic Behaviour and Fatigue Life of Dissipative T-stubs 117
Experimental analysis and design of friction joints equipped with sprayed aluminium dampers 117
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 116
CYCLIC BEHAVIOR OF EXPOSED COLUMN BASE JOINTS: EXPERIMENTAL ANALYSIS AND MECHANICAL MODELING 116
Theoretical and Experimental Analysis of Dissipative T-stubs 113
Random material variability effects on the seismic design of exposed column base plate connections: monte carlo analysis 113
Influence of joint modelling on the seismic responce of moment resistant steel frames 113
Cyclic modelling of steel beam-to-column extended end plate joints 112
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 112
Totale 19.981
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Categoria #
all - tutte 88.357
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 88.357
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022834 0 0 0 15 15 28 17 36 107 109 147 360
2022/20231.283 133 80 22 161 162 282 10 118 190 10 75 40
2023/2024830 77 94 70 34 47 152 39 28 28 38 46 177
2024/20252.536 81 65 118 119 130 294 453 194 354 161 308 259
2025/202614.963 2.233 3.454 2.434 590 1.064 514 1.421 362 522 1.013 299 1.057
2026/20272.788 322 317 830 1.319 0 0 0 0 0 0 0 0
Totale 27.913