UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
AS - Asia 11.536
NA - Nord America 8.025
EU - Europa 3.162
SA - Sud America 898
AF - Africa 179
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 7
Totale 23.826
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Nazione #
US - Stati Uniti d'America 7.875
HK - Hong Kong 7.170
SG - Singapore 1.907
IT - Italia 1.090
CN - Cina 824
VN - Vietnam 668
BR - Brasile 653
RU - Federazione Russa 437
UA - Ucraina 306
DE - Germania 228
FR - Francia 218
IE - Irlanda 175
TR - Turchia 167
SE - Svezia 163
KR - Corea 162
IN - India 157
FI - Finlandia 139
GB - Regno Unito 123
BD - Bangladesh 91
AR - Argentina 87
CA - Canada 69
IQ - Iraq 64
JP - Giappone 61
NL - Olanda 59
MX - Messico 47
ZA - Sudafrica 42
DZ - Algeria 38
PL - Polonia 38
CO - Colombia 37
PK - Pakistan 37
ID - Indonesia 29
VE - Venezuela 29
AT - Austria 26
SA - Arabia Saudita 25
IR - Iran 24
MA - Marocco 24
PH - Filippine 23
EC - Ecuador 22
ES - Italia 22
PT - Portogallo 20
BE - Belgio 18
MY - Malesia 17
TN - Tunisia 17
BO - Bolivia 16
CL - Cile 16
NZ - Nuova Zelanda 16
UZ - Uzbekistan 16
PY - Paraguay 15
AE - Emirati Arabi Uniti 14
JO - Giordania 14
KE - Kenya 14
LT - Lituania 12
PE - Perù 12
EG - Egitto 11
UY - Uruguay 10
KZ - Kazakistan 9
RO - Romania 9
AL - Albania 8
CR - Costa Rica 8
CZ - Repubblica Ceca 8
NO - Norvegia 8
RS - Serbia 8
CH - Svizzera 7
HR - Croazia 7
TW - Taiwan 7
BG - Bulgaria 6
ET - Etiopia 6
GR - Grecia 6
JM - Giamaica 6
LB - Libano 6
AZ - Azerbaigian 5
BY - Bielorussia 5
IL - Israele 5
MD - Moldavia 5
OM - Oman 5
HN - Honduras 4
LY - Libia 4
NP - Nepal 4
PS - Palestinian Territory 4
XK - ???statistics.table.value.countryCode.XK??? 4
AU - Australia 3
BW - Botswana 3
CI - Costa d'Avorio 3
EU - Europa 3
KW - Kuwait 3
ML - Mali 3
SN - Senegal 3
SY - Repubblica araba siriana 3
AD - Andorra 2
BB - Barbados 2
DJ - Gibuti 2
DK - Danimarca 2
EE - Estonia 2
GT - Guatemala 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
MN - Mongolia 2
NI - Nicaragua 2
PA - Panama 2
QA - Qatar 2
Totale 23.796
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Città #
Hong Kong 7.142
Ann Arbor 1.452
Singapore 937
San Jose 778
Chandler 488
Princeton 470
Ashburn 465
Woodbridge 388
Jacksonville 380
Dallas 359
Houston 340
Council Bluffs 236
Wilmington 219
The Dalles 191
Ho Chi Minh City 184
Beijing 174
Lauterbourg 173
Dublin 170
Dong Ket 136
Hanoi 136
Izmir 112
Moscow 111
Salerno 111
Andover 102
Munich 97
New York 84
Nanjing 83
Naples 78
Boardman 77
Los Angeles 73
São Paulo 66
Santa Clara 62
Helsinki 54
Pellezzano 53
Fisciano 49
Tokyo 43
Columbus 41
Rome 41
Fairfield 40
Redwood City 36
Milan 35
Orem 32
Warsaw 32
Amsterdam 30
Brooklyn 30
Hebei 30
Pune 30
Changsha 26
Nanchang 26
Norwalk 26
Stockholm 25
Baghdad 24
Da Nang 24
Johannesburg 24
London 24
Jiaxing 23
Phoenix 23
Montreal 22
Nuremberg 22
Haiphong 21
Shanghai 21
Florence 20
Rio de Janeiro 20
Frankfurt am Main 19
New Delhi 19
Washington 19
Atlanta 18
Boston 18
Chicago 18
Dhaka 18
Denver 17
San Francisco 17
Seattle 17
Basingstoke 16
Chennai 16
Lappeenranta 16
Montoro 16
Napoli 16
Shenyang 16
Tashkent 16
Curitiba 15
Guangzhou 15
Manchester 14
Palermo 14
Poplar 14
San Mango Piemonte 14
Seoul 14
Ankara 13
Cambridge 13
Memphis 13
Nairobi 13
Quito 13
Tianjin 13
Toronto 13
Amman 12
Belo Horizonte 12
Medellín 12
Mexico City 12
Mumbai 12
Porto Alegre 12
Totale 17.376
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.159
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 926
Seismic Assessment of the DREAMERS Building Prototype 738
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 531
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 483
Theoretical and experimental analysis of t-stubs with four bolts in one row 458
Mechanical modelling of exposed column base plate joints under cyclic loads 428
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 387
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 386
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 381
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 289
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 285
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 273
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 245
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 223
Seismic enhancement of masonry arches by means of fibrereinforced mortar 221
Critical issues in parametric calibration of cyclic models for steel members 213
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 203
Proposed simplified approach for the seismic analysis of multi-storey moment resisting framed buildings incorporating friction sliders 195
Damage-free self-centring links for eccentrically braced frames: development and numerical study 191
Simplified finite element analysis of bolted Tstub connection components 189
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 181
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 174
Innovative connections for timber panel buildings 172
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 164
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 159
Full Strength of Column Base Connections accounting for Random Material Variability 150
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 150
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 149
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 149
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 147
Experimental analysis of friction material for Free from Damage connections 146
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 145
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 143
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 142
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 141
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 140
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 137
Bolted T-stubs: A refined model for flange and bolt fracture modes 137
Bearing strength of shear connections for tubular structures: An analytical approach 136
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 135
Genetic Algorithm for the optimal placement of Self-Centering Damage-Free joints in steel MRFs 134
Experimental and theoretical analysis of shear bolted connections for tubular structures 131
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 130
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 129
Development and validation of design criteria for free from damage steel joints 129
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 127
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 126
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 126
Performance evaluation of a seismic retrofitted R.C. precast industrial building 126
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 122
Rotational behaviour of column base plate connections: Experimental analysis and modelling 122
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 122
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 122
Component modelling of connections between circular-hollow-sections and through-all members 121
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 121
Cyclic modelling of bolted beam-to-column connections: component approach 120
Reliable calibration of cyclic models for steel members 120
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 120
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 120
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A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 119
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 118
Design of full-strength full-ductility extended end-plate beam-to-column joints 118
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 116
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 113
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 113
Analytical assessment of the friction dampers behaviour under different loading rates 113
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 113
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 113
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 111
Design of X-shaped double split tee joints accounting for moment–shear interaction 111
Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams 111
Experimental analysis on friction materials for supplemental damping devices 109
Cyclic behaviour of friction materials for FREEDAM connections 109
Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations 107
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 107
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 107
Preliminar study on beam-to-column joints under impact loading 107
Bending response of sandwich panels with steel skins and aluminium foam core 107
X.shaped T-stub joints: experimental analysis and design 106
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 106
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 106
Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections 106
Application of a Genetic Algorithm for the Optimal Calibration of Hysteretic Models 104
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 103
Seismic behaviour of moment resisting frames with dissipative double split tee joints 103
Influence of joint modelling on the seismic responce of moment resistant steel frames 101
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 99
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 99
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 98
Design of column base connections - Monte Carlo Simulation 97
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 97
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 96
Experimental and numerical analysis of square hollow sections under combined axial and bending loads 96
Experimental and numerical analysis of the ultimate behaviour of square hollow sections under combined axial and bending loads 96
Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS 96
Comportamento a collasso di T-stub dissipativi 94
Parametric study and finite element analysis of self-centring steel column bases with different structural properties 93
Cyclic response of low yielding connections using different friction materials 93
Totale 17.999
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Categoria #
all - tutte 76.781
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 76.781
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021189 0 0 0 0 0 0 0 0 0 0 0 189
2021/2022863 17 0 6 15 15 28 17 36 108 110 148 363
2022/20231.293 134 80 22 161 163 286 10 118 192 10 75 42
2023/2024833 79 94 70 34 47 152 39 28 28 38 46 178
2024/20252.542 82 65 118 119 130 295 453 195 355 161 308 261
2025/202614.050 2.236 3.455 2.435 590 1.067 518 1.424 364 525 1.015 301 120
Totale 24.314