UniSa - IRIS Institutional Research Information System

LATOUR, Massimo
 Distribuzione geografica
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Continente #
AS - Asia 9.027
NA - Nord America 5.930
EU - Europa 2.513
SA - Sud America 472
AF - Africa 75
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 5
Totale 18.037
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Nazione #
HK - Hong Kong 7.069
US - Stati Uniti d'America 5.864
IT - Italia 878
SG - Singapore 717
CN - Cina 552
RU - Federazione Russa 427
BR - Brasile 402
UA - Ucraina 301
VN - Vietnam 207
DE - Germania 197
IE - Irlanda 167
SE - Svezia 151
KR - Corea 137
TR - Turchia 135
FI - Finlandia 121
IN - India 71
GB - Regno Unito 58
NL - Olanda 39
CA - Canada 38
DZ - Algeria 32
JP - Giappone 31
AT - Austria 23
IR - Iran 23
AR - Argentina 20
FR - Francia 20
BE - Belgio 17
MX - Messico 17
PL - Polonia 17
BD - Bangladesh 16
PT - Portogallo 16
PK - Pakistan 14
NZ - Nuova Zelanda 13
ZA - Sudafrica 12
CO - Colombia 11
EC - Ecuador 10
ES - Italia 9
PE - Perù 9
VE - Venezuela 9
CZ - Repubblica Ceca 8
ID - Indonesia 7
IQ - Iraq 7
NO - Norvegia 7
RO - Romania 7
RS - Serbia 7
TW - Taiwan 7
EG - Egitto 6
HR - Croazia 6
LT - Lituania 6
PH - Filippine 6
TN - Tunisia 6
AE - Emirati Arabi Uniti 5
CH - Svizzera 5
GR - Grecia 5
BG - Bulgaria 4
BO - Bolivia 4
BY - Bielorussia 4
MA - Marocco 4
MD - Moldavia 4
PY - Paraguay 4
UZ - Uzbekistan 4
EU - Europa 3
KE - Kenya 3
AD - Andorra 2
AL - Albania 2
AU - Australia 2
BW - Botswana 2
CL - Cile 2
DJ - Gibuti 2
JO - Giordania 2
KW - Kuwait 2
KZ - Kazakistan 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
LY - Libia 2
QA - Qatar 2
SA - Arabia Saudita 2
TT - Trinidad e Tobago 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
AZ - Azerbaigian 1
BB - Barbados 1
BF - Burkina Faso 1
BZ - Belize 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GT - Guatemala 1
HN - Honduras 1
HU - Ungheria 1
JM - Giamaica 1
KH - Cambogia 1
LB - Libano 1
LK - Sri Lanka 1
ML - Mali 1
MN - Mongolia 1
NI - Nicaragua 1
SD - Sudan 1
SN - Senegal 1
Totale 18.033
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Città #
Hong Kong 7.047
Ann Arbor 1.452
Chandler 488
Princeton 470
Woodbridge 387
Jacksonville 377
Dallas 348
Houston 329
Singapore 283
Ashburn 244
Wilmington 219
Dublin 162
Dong Ket 136
Izmir 111
Moscow 109
Salerno 106
Beijing 105
Andover 102
Munich 97
Nanjing 83
Boardman 77
Naples 64
Pellezzano 53
The Dalles 48
São Paulo 44
Fisciano 41
Columbus 40
Fairfield 40
Helsinki 40
New York 39
Redwood City 36
Ho Chi Minh City 35
Los Angeles 34
Council Bluffs 32
Hebei 30
Pune 30
Changsha 26
Nanchang 26
Norwalk 26
Milan 24
Jiaxing 23
Rome 23
Amsterdam 22
Santa Clara 22
Brooklyn 20
Nuremberg 20
Washington 18
Tokyo 17
London 16
Napoli 16
Shanghai 16
San Francisco 15
Hanoi 14
New Delhi 14
Phoenix 14
San Mango Piemonte 14
Seoul 14
Stockholm 14
Warsaw 14
Boston 13
Cambridge 13
Lappeenranta 13
Seattle 13
Shenyang 13
Tianjin 13
Liège 11
Montreal 11
Rio de Janeiro 11
Atlanta 10
Chicago 10
Florence 10
Palomonte 10
San Diego 10
Denver 9
Guangzhou 9
Vienna 9
Acerra 8
Belo Horizonte 8
Cisterna 8
Ferrandina 8
Palermo 8
Porto Alegre 8
Sarno 8
Tabriz 8
Auckland 7
Curitiba 7
Dalmine 7
Dhaka 7
Quito 7
Toronto 7
Ankara 6
Dearborn 6
Falls Church 6
Istanbul 6
Johannesburg 6
Karachi 6
Lima 6
Mercato San Severino 6
Tappahannock 6
Yubileyny 6
Totale 14.120
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.123
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 900
Seismic Assessment of the DREAMERS Building Prototype 702
Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers 498
Numerical Simulations of a Two-Storey Steel Moment Resisting Frame With Free from Damage Beam-to-Column Connections and Self-Centering Column Bases 452
Theoretical and experimental analysis of t-stubs with four bolts in one row 424
Mechanical modelling of exposed column base plate joints under cyclic loads 413
Design and Analysis of Damage-Free Self-centring Links for Seismic-Resilient Eccentrically Braced Frames 353
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 351
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 349
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers 267
Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification 245
Analisi dei meccanismi di collasso di t-stubs con quattro bulloni per fila mediante simulazione FEM 230
Seismic enhancement of masonry arches by means of fibrereinforced mortar 190
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 182
Critical issues in parametric calibration of cyclic models for steel members 172
Proposed simplified approach for the seismic analysis of multi-storey moment resisting framed buildings incorporating friction sliders 165
Damage-free self-centring links for eccentrically braced frames: development and numerical study 159
Simplified finite element analysis of bolted Tstub connection components 159
Pilot Study on the experimental behavior of GFRP-steel slip-critical connections 156
An analitycal model for the prediction of the resistance of T-stubs with four bolts in a row 147
Innovative connections for timber panel buildings 145
EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 144
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 135
Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors 132
Parametric Study and Finite Element Modelling of Damage-Free Self-centring Column Bases with Different Structural Properties 126
Full Strength of Column Base Connections accounting for Random Material Variability 126
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 125
Free from damage beam-to-column joints: Testing and design of DST connections with friction pads 124
Experimental and numerical study of double-skin aluminium foam sandwich panels in bending 122
Experimental analysis and mechanical modeling of T-stubs with four bolts per row 117
Experimental analysis of friction material for Free from Damage connections 115
Modellazione agli elementi finite del meccanismo di interazione lamiera-calcestruzzo in solette composte per solai 113
Bearing strength of shear connections for tubular structures: An analytical approach 110
A COMPONENT APPROACH FOR THE CYCLIC MODELLING OF EXPOSED COLUMN BASE PLATE JOINTS 109
Cyclic Model of Beam-to-Column Joints 107
Analytical prediction of the shear connection capacity in composite steel–concrete trussed beams 107
Genetic Algorithm for the optimal placement of Self-Centering Damage-Free joints in steel MRFs 104
Experimental and theoretical analysis of shear bolted connections for tubular structures 104
Un modello analitico per la previsione della resistenza di T-stubs con quattro bulloni per fila 103
Cyclic modelling of bolted beam-to-column connections: component approach 102
A Theoretical Approach for the Prediction of the Rotational Capacity of Steel Column Base Joints 102
Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University 102
Pseudo-dynamic testing, repairability, and resilience assessment of a large-scale steel structure equipped with self-centering column bases 101
Rotational behaviour of column base plate connections: Experimental analysis and modelling 101
Bolted T-stubs: A refined model for flange and bolt fracture modes 100
Cyclic Behavior and Modeling of a Dissipative Connector for CrossLaminated Timber Panel Buildings 99
Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections 98
Analisi teorico-Sperimentale di Collegamenti T-stub Dissipativi in Strutture Intelaiate in Acciaio 97
Analytical prediction of the bearing resistance of bolted connections for tubular racking structures 97
An innovative dual system for new structures or for the retrofit of precast concrete industrial buildings 96
EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS 96
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 95
Column-Base Plate Joints under Monotonic Loads: Theoretical and Experimental Analysis 94
Experimental analysis of innovative dissipative bolted double split tee beam-to-column connections 91
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 91
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 90
Investigation on friction features of dissipative lap shear connections by means of experimental and numerical tests 88
Performance evaluation of a seismic retrofitted R.C. precast industrial building 87
Development and validation of design criteria for free from damage steel joints 87
Experimental analysis on friction materials for supplemental damping devices 86
A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES 86
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 86
X.shaped T-stub joints: experimental analysis and design 85
Design of X-shaped double split tee joints accounting for moment–shear interaction 85
Design of full-strength full-ductility extended end-plate beam-to-column joints 85
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases 85
Experimental Behaviour of Friction T-Stub Beam-To-Column Joints under Cyclic Loads 84
Assessment of push-out test response of hybrid steel trussedconcrete beams by FE model 84
Cyclic behaviour of friction materials for FREEDAM connections 84
Reliable calibration of cyclic models for steel members 83
A Theoretical Model for Predicting the Rotational Capacity of Steel Base Joints 82
Seismic behaviour of moment resisting frames with dissipative double split tee joints 82
Comportamento Sismico di Edifici a Pannelli in Legno a Strati incrociati realizzati con connessioni di tipo innovativo 81
Design of column base connections - Monte Carlo Simulation 81
SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS 81
Analytical assessment of the friction dampers behaviour under different loading rates 80
Studi Preliminari per lo Sviluppo di Collegamenti Trave-Colonna ad Attrito 79
Modellazione Analitica e FEM del Meccanismo di trasferimento degli sforzi tra Fondello in Acciaio e Calcestruzzo nelle Travi PREM 79
Comportamento a collasso di T-stub dissipativi 78
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 78
Flexural response of metallurgically bonded steel-aluminium foam-steel panels and composite beams 78
Recent advances in the technologies of connection for panel structures: development of an hysteretic damper for industrial buildings 77
Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections 76
Preliminar study on beam-to-column joints under impact loading 75
Component modelling of connections between circular-hollow-sections and through-all members 73
Experimental assessment of friction dampers under impact loading 73
Seismic Performance of Cross-Laminated Timber Panel Buildings with Dissipative Connections 72
Seismic design of full-strength full-ductility extended endplate beam-to-column joints 70
Bending response of sandwich panels with steel skins and aluminium foam core 70
Parametric study and finite element analysis of self-centring steel column bases with different structural properties 69
A proposal for the design of seismic resistant precast concrete industrial buildings through application of energy dissipaters in the cladding walls 69
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 69
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 68
COMPORTAMENTO TEORICO-SPERIMENTALE DI GIUNTI DI BASE IN STRUTTURE IN ACCIAIO 68
PRELIMINARY ANALYSIS AND DESIGN OF AN EXPERIMENTAL FACILITY FOR THE PSEUDODYNAMIC EARTHQUAKE TEST OF A REAL SCALE STEEL MOMENT RESISTING FRAME WITH PARTIAL STRENGTH JOINT 67
Experimental analysis and design of friction joints equipped with sprayed aluminium dampers 67
Influence of joint modelling on the seismic responce of moment resistant steel frames 66
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 65
Comportamento ciclico di nodi flangiati trave-colonna in acciaio 65
Totale 14.890
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Categoria #
all - tutte 61.278
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 61.278
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021845 0 0 0 13 111 74 98 15 214 29 102 189
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
2025/20268.249 2.236 3.455 2.435 123 0 0 0 0 0 0 0 0
Totale 18.513