IRIS
Tondini, Nicola
 Distribuzione geografica
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Continente #
NA - Nord America 8.129
AS - Asia 3.157
EU - Europa 2.709
SA - Sud America 655
Continente sconosciuto - Info sul continente non disponibili 483
OC - Oceania 77
AF - Africa 73
Totale 15.283
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Nazione #
US - Stati Uniti d'America 7.836
SG - Singapore 1.285
IT - Italia 765
CN - Cina 682
BR - Brasile 526
RU - Federazione Russa 399
VN - Vietnam 373
SE - Svezia 261
DE - Germania 194
CA - Canada 186
GB - Regno Unito 177
KR - Corea 163
FI - Finlandia 153
FR - Francia 147
UA - Ucraina 124
LV - Lettonia 119
BD - Bangladesh 114
IN - India 79
NL - Olanda 76
HK - Hong Kong 73
AU - Australia 66
ID - Indonesia 64
JP - Giappone 62
BE - Belgio 44
TR - Turchia 43
MX - Messico 42
AR - Argentina 41
BG - Bulgaria 41
PL - Polonia 31
IQ - Iraq 29
GR - Grecia 27
RO - Romania 27
AT - Austria 25
IR - Iran 25
PH - Filippine 23
ZA - Sudafrica 23
CO - Colombia 21
EC - Ecuador 20
ES - Italia 20
IL - Israele 18
CL - Cile 16
PK - Pakistan 14
CH - Svizzera 13
LT - Lituania 13
IE - Irlanda 12
SA - Arabia Saudita 12
CR - Costa Rica 11
JO - Giordania 11
NZ - Nuova Zelanda 11
TW - Taiwan 11
UZ - Uzbekistan 11
AE - Emirati Arabi Uniti 10
VE - Venezuela 10
EG - Egitto 9
JM - Giamaica 9
MY - Malesia 9
TH - Thailandia 9
TN - Tunisia 9
TT - Trinidad e Tobago 9
MA - Marocco 8
PT - Portogallo 8
PY - Paraguay 8
NP - Nepal 7
AZ - Azerbaigian 6
DK - Danimarca 6
DZ - Algeria 6
EE - Estonia 6
PA - Panama 6
PE - Perù 6
HN - Honduras 5
KE - Kenya 5
GT - Guatemala 4
LB - Libano 4
PR - Porto Rico 4
SK - Slovacchia (Repubblica Slovacca) 4
BO - Bolivia 3
GD - Grenada 3
KZ - Kazakistan 3
LI - Liechtenstein 3
LU - Lussemburgo 3
NG - Nigeria 3
OM - Oman 3
PS - Palestinian Territory 3
SV - El Salvador 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
BS - Bahamas 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
GY - Guiana 2
HU - Ungheria 2
KG - Kirghizistan 2
NI - Nicaragua 2
SN - Senegal 2
SY - Repubblica araba siriana 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AG - Antigua e Barbuda 1
AL - Albania 1
Totale 14.782
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Città #
Ashburn 925
Singapore 785
Chandler 589
San Jose 579
Dallas 452
Fairfield 374
Santa Clara 340
Columbus 292
Jacksonville 284
Council Bluffs 240
Trento 187
Moscow 173
Wilmington 166
Princeton 160
Woodbridge 156
Houston 151
Seattle 151
Seoul 148
Beijing 145
New York 132
Ann Arbor 131
Los Angeles 120
Riga 119
Ho Chi Minh City 112
Hanoi 111
Lauterbourg 100
Cambridge 99
San Mateo 91
Recife 83
Phoenix 82
The Dalles 75
Milan 68
Helsinki 66
Buffalo 61
Hong Kong 61
Munich 54
Tokyo 54
Chicago 52
Rome 50
Brisbane 48
São Paulo 46
Hefei 43
Jakarta 42
San Diego 42
Sofia 41
Bremen 39
Boardman 38
London 37
Dearborn 36
Montreal 36
Orem 33
Toronto 31
Brussels 28
Falkenstein 27
Warsaw 27
Shanghai 26
Timisoara 26
Verona 26
Atlanta 25
Frankfurt am Main 24
Redondo Beach 24
Rio de Janeiro 24
Denver 23
Lappeenranta 22
Vancouver 22
Amsterdam 20
Brooklyn 20
Charlotte 19
Washington 19
Palermo 18
Stockholm 18
Philadelphia 17
Chennai 16
Johannesburg 16
Lawrence 16
Mumbai 16
Naples 16
North Bergen 16
Norwalk 16
Ottawa 16
Guangzhou 15
Manchester 15
Mesa 15
Mexico City 15
Istanbul 14
San Paolo di Civitate 14
Boston 13
Ghent 13
Haiphong 13
Miami 13
Vienna 13
Athens 12
Da Nang 12
Nuremberg 12
Salt Lake City 12
Secaucus 12
Turku 12
Barnet 11
Bologna 11
Hangzhou 11
Totale 9.371
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Nome #
Fire performance of a steel open car park in the light of the recent development of the localised fire model "LOCAFI" 313
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading 263
Fire risk methodology for fires impacting bridge structures 241
Dynamic characterization of complex bridge structures with passive control systems 220
A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures 211
Fire fragility curves for steel pipe-racks exposed to localised fires 201
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake 197
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members 191
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams 189
Comparative Analysis of the Fire Performance of a Steel Arch Bridge 186
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires 183
Probabilistic Fire Demand Model for Steel Pipe-Racks Exposed to Localised Fires 174
Urban Infrastructure Resilience to Fire Disaster: An Overview 173
An Integrated Modelling Strategy Between Fds And Safir: The Analysis Of The Fire Performance Of A Composite Steel-Concrete Open Car Park 173
Comportamento al fuoco di un Ponte ad Arco in acciaio = Fire Behaviour of a Steel Arch Bridge 172
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures 172
Structural monitoring for the cyclic behaviour of concrete tunnel lining sections using FBG sensors 172
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel 172
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature 167
Dynamic substructuring tests of steel frames equipped with easily repairable dissipative seismic devices 167
A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration 163
Development of a Plug-and-Play Fire Protection System for Steel Columns 162
An improved Analytical Formula for Predicting the Temperature of Heavily Protected Steel Sections 156
Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure 156
Seismic behaviour of joints made of high strength steel tubular columns 156
A Static Partitioned Solver for Hybrid Fire Testing 156
A 3D beam element to study torsion of steel open sections exposed to fire 155
Experimental and numerical investigation of high-strength steel circular columns subjected to fire 149
Behaviour of axially compressed angles and built-up steel members at elevated temperature 145
Probabilistic seismic demand model for curved reinforced concrete bridges 143
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 143
A branch-switching procedure for analysing instability of steel structures subjected to fire 143
Beam-to-column and column base joints made of high strength steel circular columns subjected to earthquake loading 143
Dynamic and Aeroelastic Behavior of a Twin Deck Curved Cable-Stayed Footbridge Equipped with Passive Devices 142
Retrofit of existing steel structures against progressive collapse through roof-truss 142
A finite element tearing and interconnecting-based algorithm for hybrid fire testing 139
Experimental Analysis of Beam-to-Column Joints and Column Bases Made of High Strength Steel Tubular Columns Subjected to Earthquake Loading 138
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire 137
A STATIC SOLVER FOR HYBRID FIRE SIMULATION BASED ON MODEL REDUCTION AND DYNAMIC RELAXATION 135
Experimental fire response of seismic elastomeric bearings 135
Experimental investigation on ferritic stainless steel columns in fire 133
Stability and accuracy analysis of a discrete model reference adaptive controller without and with time delay 132
Seismic Assessment of Petrochemical Piping Systems Using a Performance-Based Approach 132
A CO-ROTATIONAL NONLINEAR TWO DIMENSIONAL BEAM ELEMENT FOR THE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO FIRE LOADING 132
Torsional and Flexural-Torsional Buckling of Compressed Steel Members in Fire 132
Fire Safety Engineering Principles Applied to a Multi-Storey Steel Building 131
Laser cutting performance for structural steel – Effects on the mechanical properties 130
Dynamic and aeroelastic behaviour of a twin deck curved cable-stayed footbridge equipped with passive devices 130
Influence of Thermal Gradients on the Resistance of Axially Loaded Steel Columns Subjected to Localised Fires 129
Seismic Fragility Analysis of Elevated Steel Storage Tanks Supported by Reinforced Concrete Columns 129
ANALISI NUMERICA DELLA CAPACITÀ PORTANTE A FLESSIONE DI TRAVI IN ACCIAO FORMATE A FREDDO CON FLANGE TUBULARI RETTANGOLARI 127
Fire Fragility Curves for Industrial Steel Pipe-Racks Integrating Demand and Capacity Uncertainties 126
Dynamic Identification and Structural Health Monitoring of a Twin Deck Curved Cable-Stayed Footbridge: The “Ponte Del Mare” of Pescara in Italy 125
Application of the fire safety engineering to a multi-storey steel building 125
Numerical experimental analysis of a braced steel frame subjected to fire following earthquake 125
Seismic performance of joints with high strength columns 123
Experiments on ferritic stainless steel columns in fire 123
Dynamic behaviour of steel footbridges: the "Ponte del mare" case study 122
A Kringing-based Surrogate Model for Seismic Fragility Analysis of Unanchored Storage Tanks 121
Behaviour of beam-to-column joints and column bases made with high strength steel tubular columns subjected to earthquake loading 120
ANALISI NUMERICA DI INCENDI LOCALIZZATI DI IDROCARBURI 120
Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components 120
Seismic performance of joints with high strength columns 119
Seismic behaviour of high strength steel column joints 118
EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL RECTANGULAR HOLLOW FLANGE SECTIONS 117
Quantitative Integration of Fire Risk with Life Cycle Analysis of Building: The Case of Thermal Insulation 116
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 114
Development of an analytical model to predict the radiative heat flux to a vertical element due to a localised fire 114
A New Response Surface Stochastic Analysis Method for Spatial Structure Stability — The Reticulated Shell Structure as an Example 112
Seismic Behaviour Of Joints Made Of High Strength Steel Tubular Columns 111
Hybrid Simulation of Steel Frames with Dissipative Replaceable Link Frame and High-Strength Steel Coupling Beams 109
Seismic Experimental Analysis of a Full-Scale Steel Building with Passive Fire Protections 108
Experimental Analysis of a Full-Scale Steel Frame with Replaceable Dissipative Connections 107
Fires Following Earthquake Fragility Functions of Steel Braced Frames 106
Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices 106
Hybrid Simulation of a Partial-strength Steel-concrete Composite Moment-resisting Frame Endowed with Hysteretic Replaceable Beam Splices 105
Analysis of a discrete first-order model reference adaptive controller discretized by the zero-order-hold discrete equivalent 105
Experimental Investigation of Composite Moment Resisting Frames Equipped with Dissipative Replaceable Beam Splices 104
Fire buckling curves for torsionally sensitive steel members subjected to axial compression 104
Probabilistic Seismic Demand Models of Steel Structures Equipped with Dissipative Replaceable Devices 104
Dynamic Increase Factors for Progressive Collapse Analysis of Steel Structures Considering Column Buckling 102
Development of an integrated modelling methodology for compartment fires by implementing a weak coupling strategy between a CFD and an FE software 102
Experimental Investigation of Steel Frames Equipped with Dissipative Replaceable Links 100
Development of a Novel Fire following Earthquake Probabilistic Framework Applied to a Steel Braced Frame 100
Development of an interface between a CFD software and a FE software for compartment fires 99
Numerical modelling of steel columns subjected to fire following earthquake 98
Mechanical properties of steel structural elements worked using the laser technology 97
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire 96
Performance-based analysis of concrete and steel-concrete composite box-girder bridges 95
Hybrid Simulation of a Steel Frame with Dissipative Replaceable Link Frames 94
Assessing the Cascading Post-Earthquake Fire-Risk Scenario in Urban Centres 92
Innovative Steel-Concrete Composite Sections with Composite Dowels: Optimal Design for Floor Beams in Multi-Storey Buildings = Sezioni composte acciaio-calcestruzzo innovative con connettori a taglio composti: criteri progettuali per travi di solaio in edifici multipiano 92
Fire Response of Steel Frames Retrofitted against Progressive Collapse 89
Numerical analysis of the fire resistance of high-strength steel circular columns 88
Seismic behaviour of a steel braced frame equipped with passive fire protections 87
External Post-Tensioning Retrofitting and Modelling of Steel-Concrete Box-Girder Bridges 87
Fires Following Earthquake Fragility Functions for Protected Steel Braced Frames 86
Experimental and Numerical Assessment of a Steel Frame Equipped with Dissipative Replaceable Bracing Connections 86
Influence of the Shape of Initial Imperfections on Single Web and Flange Steel Plates at Elevated Temperatures 85
Experimental evaluation of the residual axial load capacity of circular bridge columns 85
Totale 13.501
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Categoria #
all - tutte 62.318
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 664
Totale 62.982
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022658 0 0 0 0 18 64 42 134 44 66 61 229
2022/20231.291 219 177 9 161 158 172 14 97 140 10 83 51
2023/2024738 40 65 50 20 67 152 72 22 16 108 38 88
2024/20252.707 39 67 149 473 191 341 168 170 204 403 215 287
2025/20265.429 462 140 735 832 567 378 798 150 412 509 228 218
2026/20272.006 142 293 675 894 2 0 0 0 0 0 0 0
Totale 15.283