IRIS
Tondini, Nicola
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.741
AS - Asia 3.119
EU - Europa 2.590
SA - Sud America 619
Continente sconosciuto - Info sul continente non disponibili 479
OC - Oceania 76
AF - Africa 73
Totale 13.697
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.551
SG - Singapore 1.283
IT - Italia 709
CN - Cina 674
BR - Brasile 509
RU - Federazione Russa 395
VN - Vietnam 371
SE - Svezia 259
DE - Germania 190
KR - Corea 162
GB - Regno Unito 160
FI - Finlandia 153
FR - Francia 141
CA - Canada 124
UA - Ucraina 124
LV - Lettonia 119
BD - Bangladesh 113
IN - India 78
NL - Olanda 74
HK - Hong Kong 73
AU - Australia 65
JP - Giappone 62
ID - Indonesia 60
BE - Belgio 43
BG - Bulgaria 41
AR - Argentina 40
MX - Messico 37
TR - Turchia 37
IQ - Iraq 29
PL - Polonia 29
RO - Romania 27
IR - Iran 25
AT - Austria 24
ZA - Sudafrica 23
PH - Filippine 21
ES - Italia 19
EC - Ecuador 18
GR - Grecia 17
CL - Cile 15
PK - Pakistan 14
CH - Svizzera 13
LT - Lituania 12
SA - Arabia Saudita 12
IL - Israele 11
JO - Giordania 11
NZ - Nuova Zelanda 11
TW - Taiwan 11
UZ - Uzbekistan 11
CO - Colombia 10
AE - Emirati Arabi Uniti 9
EG - Egitto 9
IE - Irlanda 9
TN - Tunisia 9
MA - Marocco 8
MY - Malesia 8
PT - Portogallo 8
PY - Paraguay 8
TH - Thailandia 8
NP - Nepal 7
AZ - Azerbaigian 6
DZ - Algeria 6
PE - Perù 6
VE - Venezuela 6
DK - Danimarca 5
KE - Kenya 5
PA - Panama 5
CR - Costa Rica 4
LB - Libano 4
SK - Slovacchia (Repubblica Slovacca) 4
BO - Bolivia 3
HN - Honduras 3
JM - Giamaica 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
DO - Repubblica Dominicana 2
ET - Etiopia 2
GD - Grenada 2
GY - Guiana 2
HU - Ungheria 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 13.205
Salva come PNG Salva come JPEG
Città #
Singapore 785
Ashburn 720
Chandler 589
Dallas 441
San Jose 439
Fairfield 374
Santa Clara 303
Columbus 286
Jacksonville 283
Trento 185
Moscow 173
Wilmington 166
Princeton 160
Woodbridge 156
Council Bluffs 152
Seattle 150
Seoul 148
Houston 146
Beijing 145
Ann Arbor 131
New York 127
Riga 119
Los Angeles 115
Ho Chi Minh City 111
Hanoi 110
Lauterbourg 100
Cambridge 99
San Mateo 91
Recife 82
The Dalles 74
Helsinki 66
Hong Kong 61
Milan 60
Buffalo 59
Munich 54
Tokyo 54
Brisbane 48
Chicago 44
Rome 44
Hefei 43
Jakarta 42
San Diego 42
São Paulo 42
Sofia 41
Bremen 39
Boardman 38
Dearborn 36
London 36
Orem 33
Montreal 32
Brussels 28
Toronto 28
Falkenstein 27
Timisoara 26
Shanghai 25
Warsaw 25
Redondo Beach 24
Atlanta 23
Frankfurt am Main 23
Verona 23
Lappeenranta 22
Rio de Janeiro 21
Amsterdam 19
Denver 19
Palermo 18
Phoenix 18
Stockholm 18
Chennai 16
Johannesburg 16
Lawrence 16
Mumbai 16
Norwalk 16
Guangzhou 15
Manchester 15
Washington 15
Brooklyn 14
Mexico City 14
Naples 14
Ottawa 14
San Paolo di Civitate 14
Vancouver 14
Haiphong 13
Istanbul 13
Boston 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 8.680
Salva come PNG Salva come JPEG
Nome #
Fire performance of a steel open car park in the light of the recent development of the localised fire model "LOCAFI" 298
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading 243
Fire risk methodology for fires impacting bridge structures 214
Dynamic characterization of complex bridge structures with passive control systems 200
A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures 198
Fire fragility curves for steel pipe-racks exposed to localised fires 185
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members 179
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams 175
Comparative Analysis of the Fire Performance of a Steel Arch Bridge 171
Urban Infrastructure Resilience to Fire Disaster: An Overview 167
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires 167
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake 165
Probabilistic Fire Demand Model for Steel Pipe-Racks Exposed to Localised Fires 163
Structural monitoring for the cyclic behaviour of concrete tunnel lining sections using FBG sensors 162
An Integrated Modelling Strategy Between Fds And Safir: The Analysis Of The Fire Performance Of A Composite Steel-Concrete Open Car Park 158
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel 156
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature 155
Comportamento al fuoco di un Ponte ad Arco in acciaio = Fire Behaviour of a Steel Arch Bridge 154
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures 154
A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration 152
Dynamic substructuring tests of steel frames equipped with easily repairable dissipative seismic devices 150
Seismic behaviour of joints made of high strength steel tubular columns 148
Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure 147
Development of a Plug-and-Play Fire Protection System for Steel Columns 147
An improved Analytical Formula for Predicting the Temperature of Heavily Protected Steel Sections 146
A 3D beam element to study torsion of steel open sections exposed to fire 145
A Static Partitioned Solver for Hybrid Fire Testing 144
Experimental and numerical investigation of high-strength steel circular columns subjected to fire 139
Probabilistic seismic demand model for curved reinforced concrete bridges 136
A branch-switching procedure for analysing instability of steel structures subjected to fire 133
Beam-to-column and column base joints made of high strength steel circular columns subjected to earthquake loading 133
Dynamic and Aeroelastic Behavior of a Twin Deck Curved Cable-Stayed Footbridge Equipped with Passive Devices 131
Retrofit of existing steel structures against progressive collapse through roof-truss 131
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 130
Experimental Analysis of Beam-to-Column Joints and Column Bases Made of High Strength Steel Tubular Columns Subjected to Earthquake Loading 129
Behaviour of axially compressed angles and built-up steel members at elevated temperature 127
A finite element tearing and interconnecting-based algorithm for hybrid fire testing 126
Seismic Assessment of Petrochemical Piping Systems Using a Performance-Based Approach 124
Torsional and Flexural-Torsional Buckling of Compressed Steel Members in Fire 124
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire 123
A STATIC SOLVER FOR HYBRID FIRE SIMULATION BASED ON MODEL REDUCTION AND DYNAMIC RELAXATION 122
Laser cutting performance for structural steel – Effects on the mechanical properties 121
Dynamic and aeroelastic behaviour of a twin deck curved cable-stayed footbridge equipped with passive devices 121
A CO-ROTATIONAL NONLINEAR TWO DIMENSIONAL BEAM ELEMENT FOR THE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO FIRE LOADING 121
Experimental fire response of seismic elastomeric bearings 121
Experimental investigation on ferritic stainless steel columns in fire 118
ANALISI NUMERICA DELLA CAPACITÀ PORTANTE A FLESSIONE DI TRAVI IN ACCIAO FORMATE A FREDDO CON FLANGE TUBULARI RETTANGOLARI 118
Influence of Thermal Gradients on the Resistance of Axially Loaded Steel Columns Subjected to Localised Fires 117
Fire Fragility Curves for Industrial Steel Pipe-Racks Integrating Demand and Capacity Uncertainties 117
Dynamic Identification and Structural Health Monitoring of a Twin Deck Curved Cable-Stayed Footbridge: The “Ponte Del Mare” of Pescara in Italy 117
Fire Safety Engineering Principles Applied to a Multi-Storey Steel Building 117
Stability and accuracy analysis of a discrete model reference adaptive controller without and with time delay 116
Seismic Fragility Analysis of Elevated Steel Storage Tanks Supported by Reinforced Concrete Columns 116
Application of the fire safety engineering to a multi-storey steel building 115
Numerical experimental analysis of a braced steel frame subjected to fire following earthquake 114
Seismic performance of joints with high strength columns 113
A Kringing-based Surrogate Model for Seismic Fragility Analysis of Unanchored Storage Tanks 112
Dynamic behaviour of steel footbridges: the "Ponte del mare" case study 110
Behaviour of beam-to-column joints and column bases made with high strength steel tubular columns subjected to earthquake loading 110
Experiments on ferritic stainless steel columns in fire 110
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 110
ANALISI NUMERICA DI INCENDI LOCALIZZATI DI IDROCARBURI 109
EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL RECTANGULAR HOLLOW FLANGE SECTIONS 107
Seismic behaviour of high strength steel column joints 106
Seismic performance of joints with high strength columns 106
Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components 106
Seismic Behaviour Of Joints Made Of High Strength Steel Tubular Columns 105
Development of an analytical model to predict the radiative heat flux to a vertical element due to a localised fire 105
A New Response Surface Stochastic Analysis Method for Spatial Structure Stability — The Reticulated Shell Structure as an Example 102
Quantitative Integration of Fire Risk with Life Cycle Analysis of Building: The Case of Thermal Insulation 100
Development of an integrated modelling methodology for compartment fires by implementing a weak coupling strategy between a CFD and an FE software 98
Probabilistic Seismic Demand Models of Steel Structures Equipped with Dissipative Replaceable Devices 98
Analysis of a discrete first-order model reference adaptive controller discretized by the zero-order-hold discrete equivalent 97
Fire buckling curves for torsionally sensitive steel members subjected to axial compression 94
Seismic Experimental Analysis of a Full-Scale Steel Building with Passive Fire Protections 93
Development of a Novel Fire following Earthquake Probabilistic Framework Applied to a Steel Braced Frame 91
Dynamic Increase Factors for Progressive Collapse Analysis of Steel Structures Considering Column Buckling 90
Hybrid Simulation of a Partial-strength Steel-concrete Composite Moment-resisting Frame Endowed with Hysteretic Replaceable Beam Splices 90
Experimental Investigation of Composite Moment Resisting Frames Equipped with Dissipative Replaceable Beam Splices 89
Experimental Investigation of Steel Frames Equipped with Dissipative Replaceable Links 88
Fires Following Earthquake Fragility Functions of Steel Braced Frames 88
Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices 88
Mechanical properties of steel structural elements worked using the laser technology 88
Performance-based analysis of concrete and steel-concrete composite box-girder bridges 87
Experimental Analysis of a Full-Scale Steel Frame with Replaceable Dissipative Connections 86
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire 86
Assessing the Cascading Post-Earthquake Fire-Risk Scenario in Urban Centres 83
Numerical analysis of the fire resistance of high-strength steel circular columns 82
Numerical modelling of steel columns subjected to fire following earthquake 81
Hybrid Simulation of Steel Frames with Dissipative Replaceable Link Frame and High-Strength Steel Coupling Beams 80
Fire Response of Steel Frames Retrofitted against Progressive Collapse 80
External Post-Tensioning Retrofitting and Modelling of Steel-Concrete Box-Girder Bridges 79
Development of an interface between a CFD software and a FE software for compartment fires 79
Experimental evaluation of the residual axial load capacity of circular bridge columns 75
Hybrid simulation of heat transfer problems in structural applications - coupled problems 2015 75
Influence of the Shape of Initial Imperfections on Single Web and Flange Steel Plates at Elevated Temperatures 74
Seismic behaviour of a steel braced frame equipped with passive fire protections 74
Fire testing of high-strength steel circular columns in fire 74
Fires Following Earthquake Fragility Functions for Protected Steel Braced Frames 74
Development of an interface between CFD and FE software 73
Totale 12.245
Salva come PNG Salva come JPEG
Categoria #
all - tutte 57.624
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 584
Totale 58.208
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022831 0 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
2025/20265.429 462 140 735 832 567 378 798 150 412 509 228 218
2026/2027420 142 278 0 0 0 0 0 0 0 0 0 0
Totale 13.697