IRIS
Tondini, Nicola
 Distribuzione geografica
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Continente #
NA - Nord America 6.406
AS - Asia 3.076
EU - Europa 2.547
SA - Sud America 612
OC - Oceania 76
AF - Africa 73
Continente sconosciuto - Info sul continente non disponibili 1
Totale 12.791
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Nazione #
US - Stati Uniti d'America 6.228
SG - Singapore 1.276
IT - Italia 677
CN - Cina 662
BR - Brasile 507
RU - Federazione Russa 395
VN - Vietnam 371
SE - Svezia 259
DE - Germania 190
KR - Corea 161
FI - Finlandia 153
GB - Regno Unito 153
FR - Francia 139
UA - Ucraina 124
LV - Lettonia 119
CA - Canada 118
BD - Bangladesh 106
IN - India 76
NL - Olanda 73
AU - Australia 65
HK - Hong Kong 65
JP - Giappone 61
ID - Indonesia 60
BE - Belgio 42
BG - Bulgaria 41
AR - Argentina 39
TR - Turchia 37
MX - Messico 35
IQ - Iraq 29
PL - Polonia 29
RO - Romania 27
IR - Iran 25
AT - Austria 24
ZA - Sudafrica 23
ES - Italia 19
PH - Filippine 19
EC - Ecuador 18
GR - Grecia 17
PK - Pakistan 14
CH - Svizzera 13
CL - Cile 13
LT - Lituania 12
SA - Arabia Saudita 12
IL - Israele 11
JO - Giordania 11
NZ - Nuova Zelanda 11
TW - Taiwan 11
UZ - Uzbekistan 11
EG - Egitto 9
IE - Irlanda 9
TN - Tunisia 9
AE - Emirati Arabi Uniti 8
CO - Colombia 8
MA - Marocco 8
MY - Malesia 8
PT - Portogallo 8
PY - Paraguay 8
TH - Thailandia 7
AZ - Azerbaigian 6
DZ - Algeria 6
NP - Nepal 6
PE - Perù 6
VE - Venezuela 6
DK - Danimarca 5
KE - Kenya 5
PA - Panama 5
LB - Libano 4
SK - Slovacchia (Repubblica Slovacca) 4
BO - Bolivia 3
KZ - Kazakistan 3
LI - Liechtenstein 3
NG - Nigeria 3
OM - Oman 3
PS - Palestinian Territory 3
AO - Angola 2
BA - Bosnia-Erzegovina 2
BB - Barbados 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
GD - Grenada 2
GY - Guiana 2
HN - Honduras 2
HU - Ungheria 2
JM - Giamaica 2
KG - Kirghizistan 2
PR - Porto Rico 2
SN - Senegal 2
SY - Repubblica araba siriana 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
BH - Bahrain 1
BS - Bahamas 1
BY - Bielorussia 1
CY - Cipro 1
GE - Georgia 1
GH - Ghana 1
GT - Guatemala 1
Totale 12.777
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Città #
Singapore 781
Ashburn 694
Chandler 589
Dallas 435
San Jose 427
Fairfield 374
Santa Clara 290
Jacksonville 283
Columbus 215
Trento 185
Moscow 173
Wilmington 166
Princeton 160
Woodbridge 156
Seattle 150
Seoul 148
Houston 144
Beijing 143
Ann Arbor 131
New York 122
Riga 119
Ho Chi Minh City 111
Hanoi 110
Los Angeles 110
Lauterbourg 100
Cambridge 99
San Mateo 91
Recife 82
The Dalles 74
Council Bluffs 73
Helsinki 66
Buffalo 59
Hong Kong 55
Munich 54
Tokyo 53
Milan 52
Brisbane 48
Hefei 43
Chicago 42
Jakarta 42
San Diego 42
São Paulo 42
Sofia 41
Bremen 39
Rome 39
Boardman 38
Dearborn 36
London 35
Orem 33
Montreal 30
Toronto 28
Brussels 27
Falkenstein 27
Timisoara 26
Warsaw 25
Redondo Beach 24
Frankfurt am Main 23
Verona 23
Lappeenranta 22
Atlanta 21
Rio de Janeiro 21
Shanghai 21
Amsterdam 19
Denver 19
Stockholm 18
Palermo 17
Chennai 16
Johannesburg 16
Lawrence 16
Norwalk 16
Guangzhou 15
Manchester 15
Mumbai 14
Naples 14
Ottawa 14
Phoenix 14
San Paolo di Civitate 14
Vancouver 14
Washington 14
Haiphong 13
Istanbul 13
Mexico City 13
Boston 12
Brooklyn 12
Da Nang 12
Ghent 12
Nuremberg 12
Salt Lake City 12
Turku 12
Vienna 12
Barnet 11
Hangzhou 11
Baghdad 10
Belo Horizonte 10
Düsseldorf 10
New Delhi 10
Sydney 10
Zurich 10
Charlotte 9
Corinth 9
Totale 8.412
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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" 296
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading 237
Dynamic characterization of complex bridge structures with passive control systems 196
A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures 195
Fire risk methodology for fires impacting bridge structures 191
Fire fragility curves for steel pipe-racks exposed to localised fires 182
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members 177
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams 174
Comparative Analysis of the Fire Performance of a Steel Arch Bridge 167
Urban Infrastructure Resilience to Fire Disaster: An Overview 167
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake 164
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires 164
Structural monitoring for the cyclic behaviour of concrete tunnel lining sections using FBG sensors 159
Probabilistic Fire Demand Model for Steel Pipe-Racks Exposed to Localised Fires 157
An Integrated Modelling Strategy Between Fds And Safir: The Analysis Of The Fire Performance Of A Composite Steel-Concrete Open Car Park 156
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature 154
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel 154
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures 150
A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration 148
Dynamic substructuring tests of steel frames equipped with easily repairable dissipative seismic devices 147
Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure 144
Seismic behaviour of joints made of high strength steel tubular columns 144
An improved Analytical Formula for Predicting the Temperature of Heavily Protected Steel Sections 143
Development of a Plug-and-Play Fire Protection System for Steel Columns 142
A Static Partitioned Solver for Hybrid Fire Testing 139
A 3D beam element to study torsion of steel open sections exposed to fire 139
Comportamento al fuoco di un Ponte ad Arco in acciaio = Fire Behaviour of a Steel Arch Bridge 138
Experimental and numerical investigation of high-strength steel circular columns subjected to fire 137
Probabilistic seismic demand model for curved reinforced concrete bridges 133
Beam-to-column and column base joints made of high strength steel circular columns subjected to earthquake loading 132
Retrofit of existing steel structures against progressive collapse through roof-truss 129
Dynamic and Aeroelastic Behavior of a Twin Deck Curved Cable-Stayed Footbridge Equipped with Passive Devices 128
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 128
A branch-switching procedure for analysing instability of steel structures subjected to fire 128
Experimental Analysis of Beam-to-Column Joints and Column Bases Made of High Strength Steel Tubular Columns Subjected to Earthquake Loading 127
A finite element tearing and interconnecting-based algorithm for hybrid fire testing 123
Seismic Assessment of Petrochemical Piping Systems Using a Performance-Based Approach 122
Torsional and Flexural-Torsional Buckling of Compressed Steel Members in Fire 122
Behaviour of axially compressed angles and built-up steel members at elevated temperature 121
A STATIC SOLVER FOR HYBRID FIRE SIMULATION BASED ON MODEL REDUCTION AND DYNAMIC RELAXATION 120
A CO-ROTATIONAL NONLINEAR TWO DIMENSIONAL BEAM ELEMENT FOR THE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO FIRE LOADING 119
Dynamic and aeroelastic behaviour of a twin deck curved cable-stayed footbridge equipped with passive devices 118
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire 117
Laser cutting performance for structural steel – Effects on the mechanical properties 117
ANALISI NUMERICA DELLA CAPACITÀ PORTANTE A FLESSIONE DI TRAVI IN ACCIAO FORMATE A FREDDO CON FLANGE TUBULARI RETTANGOLARI 117
Experimental investigation on ferritic stainless steel columns in fire 115
Seismic Fragility Analysis of Elevated Steel Storage Tanks Supported by Reinforced Concrete Columns 115
Fire Safety Engineering Principles Applied to a Multi-Storey Steel Building 115
Stability and accuracy analysis of a discrete model reference adaptive controller without and with time delay 114
Dynamic Identification and Structural Health Monitoring of a Twin Deck Curved Cable-Stayed Footbridge: The “Ponte Del Mare” of Pescara in Italy 114
Fire Fragility Curves for Industrial Steel Pipe-Racks Integrating Demand and Capacity Uncertainties 113
Application of the fire safety engineering to a multi-storey steel building 113
Numerical experimental analysis of a braced steel frame subjected to fire following earthquake 111
Experimental fire response of seismic elastomeric bearings 111
Seismic performance of joints with high strength columns 110
A Kringing-based Surrogate Model for Seismic Fragility Analysis of Unanchored Storage Tanks 110
Experiments on ferritic stainless steel columns in fire 108
Influence of Thermal Gradients on the Resistance of Axially Loaded Steel Columns Subjected to Localised Fires 107
Dynamic behaviour of steel footbridges: the "Ponte del mare" case study 107
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 107
Behaviour of beam-to-column joints and column bases made with high strength steel tubular columns subjected to earthquake loading 106
ANALISI NUMERICA DI INCENDI LOCALIZZATI DI IDROCARBURI 106
EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL RECTANGULAR HOLLOW FLANGE SECTIONS 105
Seismic behaviour of high strength steel column joints 104
Seismic performance of joints with high strength columns 104
Development of an analytical model to predict the radiative heat flux to a vertical element due to a localised fire 103
Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components 103
Seismic Behaviour Of Joints Made Of High Strength Steel Tubular Columns 102
A New Response Surface Stochastic Analysis Method for Spatial Structure Stability — The Reticulated Shell Structure as an Example 100
Quantitative Integration of Fire Risk with Life Cycle Analysis of Building: The Case of Thermal Insulation 97
Analysis of a discrete first-order model reference adaptive controller discretized by the zero-order-hold discrete equivalent 95
Development of an integrated modelling methodology for compartment fires by implementing a weak coupling strategy between a CFD and an FE software 94
Fire buckling curves for torsionally sensitive steel members subjected to axial compression 94
Probabilistic Seismic Demand Models of Steel Structures Equipped with Dissipative Replaceable Devices 91
Development of a Novel Fire following Earthquake Probabilistic Framework Applied to a Steel Braced Frame 89
Seismic Experimental Analysis of a Full-Scale Steel Building with Passive Fire Protections 87
Experimental Investigation of Composite Moment Resisting Frames Equipped with Dissipative Replaceable Beam Splices 87
Fires Following Earthquake Fragility Functions of Steel Braced Frames 87
Dynamic Increase Factors for Progressive Collapse Analysis of Steel Structures Considering Column Buckling 86
Hybrid Simulation of a Partial-strength Steel-concrete Composite Moment-resisting Frame Endowed with Hysteretic Replaceable Beam Splices 86
Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices 85
Mechanical properties of steel structural elements worked using the laser technology 85
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire 85
Performance-based analysis of concrete and steel-concrete composite box-girder bridges 84
Experimental Investigation of Steel Frames Equipped with Dissipative Replaceable Links 83
Experimental Analysis of a Full-Scale Steel Frame with Replaceable Dissipative Connections 81
Numerical analysis of the fire resistance of high-strength steel circular columns 81
Assessing the Cascading Post-Earthquake Fire-Risk Scenario in Urban Centres 80
Numerical modelling of steel columns subjected to fire following earthquake 79
Hybrid Simulation of Steel Frames with Dissipative Replaceable Link Frame and High-Strength Steel Coupling Beams 78
Fire Response of Steel Frames Retrofitted against Progressive Collapse 78
Development of an interface between a CFD software and a FE software for compartment fires 77
External Post-Tensioning Retrofitting and Modelling of Steel-Concrete Box-Girder Bridges 75
Hybrid simulation of heat transfer problems in structural applications - coupled problems 2015 74
Fires Following Earthquake Fragility Functions for Protected Steel Braced Frames 74
Seismic behaviour of a steel braced frame equipped with passive fire protections 72
Experimental evaluation of the residual axial load capacity of circular bridge columns 72
Development of an interface between CFD and FE software 71
Fire testing of high-strength steel circular columns in fire 71
On going activities of the RU 8 on the performance evaluation of steel-concrete composite joints and of steel connection details for fatigue performance of composite bridge decks 69
Totale 11.912
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Categoria #
all - tutte 54.575
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 546
Totale 55.121
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202155 0 0 0 0 0 0 0 0 0 0 0 55
2021/2022856 25 98 3 72 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
2025/20265.421 462 140 735 832 567 378 798 150 412 509 228 210
Totale 13.269