IRIS
Tondini, Nicola
 Distribuzione geografica
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Continente #
NA - Nord America 6.105
AS - Asia 2.992
EU - Europa 2.445
SA - Sud America 609
OC - Oceania 74
AF - Africa 73
Continente sconosciuto - Info sul continente non disponibili 1
Totale 12.299
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Nazione #
US - Stati Uniti d'America 5.942
SG - Singapore 1.272
CN - Cina 654
IT - Italia 585
BR - Brasile 506
RU - Federazione Russa 395
VN - Vietnam 371
SE - Svezia 259
DE - Germania 189
KR - Corea 161
FI - Finlandia 153
GB - Regno Unito 151
FR - Francia 138
UA - Ucraina 124
LV - Lettonia 119
CA - Canada 110
IN - India 76
NL - Olanda 69
AU - Australia 65
HK - Hong Kong 64
ID - Indonesia 60
JP - Giappone 60
BE - Belgio 42
BG - Bulgaria 41
BD - Bangladesh 39
AR - Argentina 38
TR - Turchia 36
MX - Messico 35
IQ - Iraq 29
PL - Polonia 29
RO - Romania 27
AT - Austria 24
IR - Iran 24
ZA - Sudafrica 23
ES - Italia 19
PH - Filippine 19
EC - Ecuador 17
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
TW - Taiwan 11
UZ - Uzbekistan 11
EG - Egitto 9
IE - Irlanda 9
NZ - Nuova Zelanda 9
TN - Tunisia 9
AE - Emirati Arabi Uniti 8
CO - Colombia 8
MA - Marocco 8
PT - Portogallo 8
PY - Paraguay 8
MY - Malesia 7
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
CR - Costa Rica 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
GD - Grenada 2
GY - Guiana 2
HN - Honduras 2
HU - Ungheria 2
KG - Kirghizistan 2
SN - Senegal 2
SY - Repubblica araba siriana 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
BB - Barbados 1
BH - Bahrain 1
BS - Bahamas 1
BY - Bielorussia 1
CY - Cipro 1
GE - Georgia 1
GH - Ghana 1
HR - Croazia 1
IM - Isola di Man 1
JM - Giamaica 1
KY - Cayman, isole 1
Totale 12.290
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Città #
Singapore 778
Ashburn 647
Chandler 588
Dallas 430
San Jose 375
Fairfield 374
Jacksonville 281
Santa Clara 273
Columbus 214
Trento 182
Moscow 173
Wilmington 166
Princeton 160
Woodbridge 154
Seattle 149
Seoul 148
Houston 144
Beijing 138
Ann Arbor 131
Riga 119
Ho Chi Minh City 111
Hanoi 110
Los Angeles 107
New York 104
Lauterbourg 100
Cambridge 99
San Mateo 91
Recife 82
The Dalles 74
Helsinki 66
Council Bluffs 61
Hong Kong 54
Munich 54
Tokyo 52
Brisbane 48
Buffalo 48
Hefei 43
Jakarta 42
San Diego 42
São Paulo 42
Sofia 41
Chicago 40
Bremen 39
Boardman 36
Dearborn 36
London 35
Milan 35
Orem 32
Rome 32
Montreal 29
Brussels 27
Falkenstein 27
Timisoara 26
Toronto 25
Redondo Beach 24
Warsaw 24
Frankfurt am Main 23
Lappeenranta 22
Rio de Janeiro 21
Shanghai 21
Atlanta 20
Verona 20
Amsterdam 19
Stockholm 18
Denver 17
Chennai 16
Johannesburg 16
Lawrence 16
Norwalk 16
Palermo 16
Guangzhou 15
Manchester 15
Mumbai 14
San Paolo di Civitate 14
Washington 14
Haiphong 13
Istanbul 13
Mexico City 13
Ottawa 13
Vancouver 13
Boston 12
Brooklyn 12
Da Nang 12
Ghent 12
Nuremberg 12
Phoenix 12
Turku 12
Vienna 12
Barnet 11
Hangzhou 11
Salt Lake City 11
Baghdad 10
Belo Horizonte 10
Düsseldorf 10
New Delhi 10
Sydney 10
Zurich 10
Corinth 9
Draper 9
Kunming 9
Totale 8.176
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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" 293
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading 228
Dynamic characterization of complex bridge structures with passive control systems 195
A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures 193
Fire fragility curves for steel pipe-racks exposed to localised fires 181
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members 173
Fire risk methodology for fires impacting bridge structures 172
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams 166
Comparative Analysis of the Fire Performance of a Steel Arch Bridge 164
Urban Infrastructure Resilience to Fire Disaster: An Overview 163
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires 160
Structural monitoring for the cyclic behaviour of concrete tunnel lining sections using FBG sensors 159
An Integrated Modelling Strategy Between Fds And Safir: The Analysis Of The Fire Performance Of A Composite Steel-Concrete Open Car Park 152
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel 151
Probabilistic Fire Demand Model for Steel Pipe-Racks Exposed to Localised Fires 151
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature 149
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures 148
Dynamic substructuring tests of steel frames equipped with easily repairable dissipative seismic devices 147
Seismic behaviour of joints made of high strength steel tubular columns 142
A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration 142
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake 141
Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure 140
Development of a Plug-and-Play Fire Protection System for Steel Columns 138
Experimental and numerical investigation of high-strength steel circular columns subjected to fire 136
A 3D beam element to study torsion of steel open sections exposed to fire 136
Comportamento al fuoco di un Ponte ad Arco in acciaio = Fire Behaviour of a Steel Arch Bridge 134
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 130
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 127
Dynamic and Aeroelastic Behavior of a Twin Deck Curved Cable-Stayed Footbridge Equipped with Passive Devices 126
Retrofit of existing steel structures against progressive collapse through roof-truss 126
Experimental Analysis of Beam-to-Column Joints and Column Bases Made of High Strength Steel Tubular Columns Subjected to Earthquake Loading 125
A finite element tearing and interconnecting-based algorithm for hybrid fire testing 120
A branch-switching procedure for analysing instability of steel structures subjected to fire 120
Seismic Assessment of Petrochemical Piping Systems Using a Performance-Based Approach 119
Behaviour of axially compressed angles and built-up steel members at elevated temperature 119
A STATIC SOLVER FOR HYBRID FIRE SIMULATION BASED ON MODEL REDUCTION AND DYNAMIC RELAXATION 118
Torsional and Flexural-Torsional Buckling of Compressed Steel Members in Fire 118
A CO-ROTATIONAL NONLINEAR TWO DIMENSIONAL BEAM ELEMENT FOR THE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO FIRE LOADING 117
Dynamic and aeroelastic behaviour of a twin deck curved cable-stayed footbridge equipped with passive devices 115
Stability and accuracy analysis of a discrete model reference adaptive controller without and with time delay 114
Experimental investigation on ferritic stainless steel columns in fire 114
A Static Partitioned Solver for Hybrid Fire Testing 114
Laser cutting performance for structural steel – Effects on the mechanical properties 113
Dynamic Identification and Structural Health Monitoring of a Twin Deck Curved Cable-Stayed Footbridge: The “Ponte Del Mare” of Pescara in Italy 113
ANALISI NUMERICA DELLA CAPACITÀ PORTANTE A FLESSIONE DI TRAVI IN ACCIAO FORMATE A FREDDO CON FLANGE TUBULARI RETTANGOLARI 112
Application of the fire safety engineering to a multi-storey steel building 112
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire 111
Seismic Fragility Analysis of Elevated Steel Storage Tanks Supported by Reinforced Concrete Columns 111
Fire Safety Engineering Principles Applied to a Multi-Storey Steel Building 111
Fire Fragility Curves for Industrial Steel Pipe-Racks Integrating Demand and Capacity Uncertainties 109
Seismic performance of joints with high strength columns 109
Experiments on ferritic stainless steel columns in fire 107
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 107
Numerical experimental analysis of a braced steel frame subjected to fire following earthquake 107
A Kringing-based Surrogate Model for Seismic Fragility Analysis of Unanchored Storage Tanks 107
An improved Analytical Formula for Predicting the Temperature of Heavily Protected Steel Sections 106
Dynamic behaviour of steel footbridges: the "Ponte del mare" case study 105
ANALISI NUMERICA DI INCENDI LOCALIZZATI DI IDROCARBURI 105
Experimental fire response of seismic elastomeric bearings 105
Seismic behaviour of high strength steel column joints 104
EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL RECTANGULAR HOLLOW FLANGE SECTIONS 103
Behaviour of beam-to-column joints and column bases made with high strength steel tubular columns subjected to earthquake loading 102
Seismic performance of joints with high strength columns 101
Seismic Behaviour Of Joints Made Of High Strength Steel Tubular Columns 100
Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components 99
Quantitative Integration of Fire Risk with Life Cycle Analysis of Building: The Case of Thermal Insulation 95
Analysis of a discrete first-order model reference adaptive controller discretized by the zero-order-hold discrete equivalent 95
Development of an analytical model to predict the radiative heat flux to a vertical element due to a localised fire 95
Development of an integrated modelling methodology for compartment fires by implementing a weak coupling strategy between a CFD and an FE software 94
A New Response Surface Stochastic Analysis Method for Spatial Structure Stability — The Reticulated Shell Structure as an Example 94
Fire buckling curves for torsionally sensitive steel members subjected to axial compression 90
Probabilistic Seismic Demand Models of Steel Structures Equipped with Dissipative Replaceable Devices 90
Influence of Thermal Gradients on the Resistance of Axially Loaded Steel Columns Subjected to Localised Fires 88
Development of a Novel Fire following Earthquake Probabilistic Framework Applied to a Steel Braced Frame 87
Experimental Investigation of Composite Moment Resisting Frames Equipped with Dissipative Replaceable Beam Splices 86
Hybrid Simulation of a Partial-strength Steel-concrete Composite Moment-resisting Frame Endowed with Hysteretic Replaceable Beam Splices 85
Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices 84
Seismic Experimental Analysis of a Full-Scale Steel Building with Passive Fire Protections 83
Dynamic Increase Factors for Progressive Collapse Analysis of Steel Structures Considering Column Buckling 83
Mechanical properties of steel structural elements worked using the laser technology 83
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire 83
Fires Following Earthquake Fragility Functions of Steel Braced Frames 82
Performance-based analysis of concrete and steel-concrete composite box-girder bridges 82
Numerical analysis of the fire resistance of high-strength steel circular columns 81
Experimental Investigation of Steel Frames Equipped with Dissipative Replaceable Links 80
Experimental Analysis of a Full-Scale Steel Frame with Replaceable Dissipative Connections 78
Fire Response of Steel Frames Retrofitted against Progressive Collapse 77
Assessing the Cascading Post-Earthquake Fire-Risk Scenario in Urban Centres 76
Development of an interface between a CFD software and a FE software for compartment fires 76
Hybrid Simulation of Steel Frames with Dissipative Replaceable Link Frame and High-Strength Steel Coupling Beams 75
External Post-Tensioning Retrofitting and Modelling of Steel-Concrete Box-Girder Bridges 75
Numerical modelling of steel columns subjected to fire following earthquake 72
Seismic behaviour of a steel braced frame equipped with passive fire protections 71
Experimental evaluation of the residual axial load capacity of circular bridge columns 71
Hybrid simulation of heat transfer problems in structural applications - coupled problems 2015 71
Development of an interface between CFD and FE software 70
Fire testing of high-strength steel circular columns in fire 70
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
Fires Following Earthquake Fragility Functions for Protected Steel Braced Frames 67
Totale 11.526
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Categoria #
all - tutte 51.067
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 507
Totale 51.574
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021162 0 0 0 0 0 0 0 0 0 41 66 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
2025/20264.926 462 140 735 832 567 378 798 150 412 452 0 0
Totale 12.774