IRIS
Tondini, Nicola
 Distribuzione geografica
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Continente #
NA - Nord America 3.898
EU - Europa 1.166
AS - Asia 784
SA - Sud America 125
OC - Oceania 21
AF - Africa 8
Continente sconosciuto - Info sul continente non disponibili 1
Totale 6.003
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Nazione #
US - Stati Uniti d'America 3.866
SG - Singapore 460
IT - Italia 359
SE - Svezia 242
CN - Cina 190
UA - Ucraina 119
BR - Brasile 118
FI - Finlandia 91
DE - Germania 73
GB - Regno Unito 69
RU - Federazione Russa 50
BG - Bulgaria 40
ID - Indonesia 39
CA - Canada 27
RO - Romania 27
NL - Olanda 21
BE - Belgio 20
AU - Australia 17
FR - Francia 17
JP - Giappone 15
CH - Svizzera 10
TR - Turchia 10
IR - Iran 9
TW - Taiwan 8
HK - Hong Kong 7
IN - India 7
KR - Corea 7
PH - Filippine 6
IL - Israele 5
PT - Portogallo 5
DK - Danimarca 4
JO - Giordania 4
MX - Messico 4
NZ - Nuova Zelanda 4
BD - Bangladesh 3
ES - Italia 3
LT - Lituania 3
TN - Tunisia 3
ZA - Sudafrica 3
AT - Austria 2
CO - Colombia 2
DZ - Algeria 2
GR - Grecia 2
IE - Irlanda 2
IQ - Iraq 2
KG - Kirghizistan 2
SK - Slovacchia (Repubblica Slovacca) 2
UZ - Uzbekistan 2
VN - Vietnam 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AR - Argentina 1
BO - Bolivia 1
CL - Cile 1
EC - Ecuador 1
HR - Croazia 1
HU - Ungheria 1
LI - Liechtenstein 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MY - Malesia 1
NP - Nepal 1
OM - Oman 1
PA - Panama 1
PE - Perù 1
PL - Polonia 1
SA - Arabia Saudita 1
TM - Turkmenistan 1
Totale 6.003
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Città #
Chandler 588
Fairfield 374
Singapore 343
Jacksonville 278
Santa Clara 245
Ashburn 227
Columbus 209
Wilmington 165
Princeton 160
Woodbridge 154
Trento 147
Seattle 146
Ann Arbor 129
Houston 127
Cambridge 99
San Mateo 91
Recife 78
Beijing 72
New York 67
San Diego 41
Dallas 40
Moscow 40
Sofia 40
Bremen 39
Jakarta 39
Dearborn 36
Helsinki 32
Boardman 26
Timisoara 26
Los Angeles 22
London 20
Brussels 17
Lawrence 16
Milan 16
Norwalk 15
Rome 14
San Paolo di Civitate 14
Shanghai 14
Toronto 13
Washington 12
Tokyo 11
Verona 11
Ottawa 10
Düsseldorf 8
Kunming 8
Uberaba 8
Guangzhou 7
Lappeenranta 7
Sydney 7
Zurich 7
Altamura 6
Andover 6
Brisbane 6
Costa Mesa 6
Grado 6
Hangzhou 6
Hefei 6
Naples 6
Falls Church 5
Izmir 5
Shenzhen 5
Bressanone 4
Changsha 4
Chengdu 4
Istanbul 4
Jinan 4
Joinville-le-Pont 4
Lucca 4
Spinea 4
Taichung 4
Trieste 4
Vicenza 4
Amsterdam 3
Azor 3
Belo Horizonte 3
Central 3
Chiswick 3
Como 3
Dalseo-gu 3
Des Moines 3
Edinburgh 3
Frankfurt am Main 3
Jiaxing 3
Kilburn 3
Nanjing 3
Novi Di Modena 3
Povegliano Veronese 3
Prescot 3
Pretoria 3
Redwood City 3
Rio de Janeiro 3
Rovereto 3
Santa Rosa 3
Seoul 3
Taipei 3
Tilst 3
Tunis 3
Wuhan 3
Aachen 2
Auckland 2
Totale 4.504
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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" 168
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading 157
Dynamic characterization of complex bridge structures with passive control systems 133
Urban Infrastructure Resilience to Fire Disaster: An Overview 132
Structural Monitoring for the Cyclic Behaviour of Concrete Tunnel Lining Sections Using FBG Sensors. 108
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature 108
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams 107
A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures 107
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures 102
Probabilistic Fire Demand Model for Steel Pipe-Racks Exposed to Localised Fires 102
Experimental and numerical investigation of high-strength steel circular columns subjected to fire 100
Dynamic substructuring tests of steel frames equipped with easily repairable dissipative seismic devices 100
Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure 97
Probabilistic seismic demand model for curved reinforced concrete bridges 97
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel 93
Seismic Assessment of Petrochemical Piping Systems Using a Performance-Based Approach 92
An Integrated Modelling Strategy Between Fds And Safir: The Analysis Of The Fire Performance Of A Composite Steel-Concrete Open Car Park 92
Experimental investigation on ferritic stainless steel columns in fire 91
Fire fragility curves for steel pipe-racks exposed to localised fires 91
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members 89
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires 86
Experiments on ferritic stainless steel columns in fire 85
A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration 85
Comparative Analysis of the Fire Performance of a Steel Arch Bridge 83
Stability and accuracy analysis of a discrete model reference adaptive controller without and with time delay 83
Development of a Plug-and-Play Fire Protection System for Steel Columns 81
Torsional and Flexural-Torsional Buckling of Compressed Steel Members in Fire 80
Fire Safety Engineering Principles Applied to a Multi-Storey Steel Building 75
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 73
Laser cutting performance for structural steel – Effects on the mechanical properties 70
Dynamic and Aeroelastic Behavior of a Twin Deck Curved Cable-Stayed Footbridge Equipped with Passive Devices 69
Experimental Analysis of Beam-to-Column Joints and Column Bases Made of High Strength Steel Tubular Columns Subjected to Earthquake Loading 67
Dynamic Identification and Structural Health Monitoring of a Twin Deck Curved Cable-Stayed Footbridge: The “Ponte Del Mare” of Pescara in Italy 67
A 3D beam element to study torsion of steel open sections exposed to fire 67
Beam-to-column and column base joints made of high strength steel circular columns subjected to earthquake loading 66
Dynamic behaviour of steel footbridges: the "Ponte del mare" case study 65
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake 64
Seismic behaviour of joints made of high strength steel tubular columns 63
Seismic behaviour of high strength steel column joints 62
Numerical analysis of the fire resistance of high-strength steel circular columns 62
Seismic Behaviour Of Joints Made Of High Strength Steel Tubular Columns 62
Seismic performance of joints with high strength columns 61
Development of an analytical model to predict the radiative heat flux to a vertical element due to a localised fire 61
Behaviour of axially compressed angles and built-up steel members at elevated temperature 61
Fire Fragility Curves for Industrial Steel Pipe-Racks Integrating Demand and Capacity Uncertainties 60
Dynamic and aeroelastic behaviour of a twin deck curved cable-stayed footbridge equipped with passive devices 60
Seismic performance of joints with high strength columns 60
Seismic Fragility Analysis of Elevated Steel Storage Tanks Supported by Reinforced Concrete Columns 60
EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL RECTANGULAR HOLLOW FLANGE SECTIONS 60
Development of an integrated modelling methodology for compartment fires by implementing a weak coupling strategy between a CFD and an FE software 59
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 59
Behaviour of beam-to-column joints and column bases made with high strength steel tubular columns subjected to earthquake loading 58
ANALISI NUMERICA DI INCENDI LOCALIZZATI DI IDROCARBURI 58
ANALISI NUMERICA DELLA CAPACITÀ PORTANTE A FLESSIONE DI TRAVI IN ACCIAO FORMATE A FREDDO CON FLANGE TUBULARI RETTANGOLARI 57
A STATIC SOLVER FOR HYBRID FIRE SIMULATION BASED ON MODEL REDUCTION AND DYNAMIC RELAXATION 57
A Static Partitioned Solver for Hybrid Fire Testing 56
A CO-ROTATIONAL NONLINEAR TWO DIMENSIONAL BEAM ELEMENT FOR THE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO FIRE LOADING 55
A branch-switching procedure for analysing instability of steel structures subjected to fire 55
Retrofit of existing steel structures against progressive collapse through roof-truss 55
Development of an interface between a CFD software and a FE software for compartment fires 53
Numerical experimental analysis of a braced steel frame subjected to fire following earthquake 53
Development of an interface between CFD and FE software 52
Fire buckling curves for torsionally sensitive steel members subjected to axial compression 52
Performance-based analysis of concrete and steel-concrete composite box-girder bridges 51
External Post-Tensioning Retrofitting and Modelling of Steel-Concrete Box-Girder Bridges 50
Analysis of a discrete first-order model reference adaptive controller discretized by the zero-order-hold discrete equivalent 49
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire 49
A New Response Surface Stochastic Analysis Method for Spatial Structure Stability — The Reticulated Shell Structure as an Example 49
Fire testing of high-strength steel circular columns in fire 47
Experimental fire response of seismic elastomeric bearings 47
Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components 47
Hybrid simulation of heat transfer problems in structural applications - coupled problems 2015 46
A finite element tearing and interconnecting-based algorithm for hybrid fire testing 46
A Kringing-based Surrogate Model for Seismic Fragility Analysis of Unanchored Storage Tanks 44
Mechanical properties of steel structural elements worked using the laser technology 43
Application of the fire safety engineering to a multi-storey steel building 42
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 41
Experimental assessment of the effect of the real flame emissivity for steel elements engulfed into fire 40
Comportamento al fuoco di un Ponte ad Arco in acciaio = Fire Behaviour of a Steel Arch Bridge 38
Experimental evaluation of the residual axial load capacity of circular bridge columns 37
Fully Coupled Hybrid Simulation of Spacecraft Thermal Structures 35
Hybrid fire testing: Discussion on stability and implementation of a new method in a virtual environment 34
Hybrid Simulation of a Partial-strength Steel-concrete Composite Moment-resisting Frame Endowed with Hysteretic Replaceable Beam Splices 33
An improved Analytical Formula for Predicting the Temperature of Heavily Protected Steel Sections 32
Implementation of a weak coupling approach between a CFD and an FE software for fires in compartments 31
NUMERICAL ANALYSIS OF HYDROCARBON POOL FIRE TESTS 31
Stability in Hybrid Fire Testing 29
Fire Behaviour of a Prestressed Thin-Walled Concrete V-Beam 29
Temperature Assessment of a Vertical Steel Member Subjected to Localised Fire: Experimental Tests 26
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire 25
NUMERICAL INVESTIGATION OF THE FIRE BEHAVIOUR OF CIRCULAR HOLLOW COLUMNS MADE OF HIGH-STRENGTH STEEL 25
Influence of Thermal Gradients on the Resistance of Axially Loaded Steel Columns Subjected to Localised Fires 24
Numerical Calibration of Hydrocarbon Localised Fire Tests by Means of Fire Dynamics Simulator 24
Experimental Investigation of Composite Moment Resisting Frames Equipped with Dissipative Replaceable Beam Splices 23
Influence of the Shape of Initial Imperfections on Single Web and Flange Steel Plates at Elevated Temperatures 23
Development of a Novel Fire following Earthquake Probabilistic Framework Applied to a Steel Braced Frame 23
Human-Wildlife Conflict and Road Colisions with Ungulates. A Risk Analysis and Design Solutions in Trentino, Italy 22
Fires Following Earthquake Fragility Functions of Steel Braced Frames 21
Quantitative Integration of Fire Risk with Life Cycle Analysis of Building: The Case of Thermal Insulation 21
Experimental and Numerical Assessment of a Steel Frame Equipped with Dissipative Replaceable Bracing Connections 19
Totale 6.239
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Categoria #
all - tutte 33.363
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 277
Totale 33.640
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020468 0 0 0 0 0 0 96 68 94 98 50 62
2020/2021773 34 72 56 69 134 57 87 41 61 41 66 55
2021/2022856 25 98 3 72 18 64 42 134 44 66 61 229
2022/20231.289 219 177 9 161 158 172 14 97 140 10 81 51
2023/2024737 40 65 50 20 67 152 72 22 16 108 37 88
2024/20251.303 39 67 149 473 190 341 44 0 0 0 0 0
Totale 6.441