IRIS
Tondini, Nicola
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.437
EU - Europa 1.065
AS - Asia 491
SA - Sud America 90
OC - Oceania 18
AF - Africa 7
Continente sconosciuto - Info sul continente non disponibili 1
Totale 5.109
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.413
IT - Italia 335
SE - Svezia 242
SG - Singapore 221
CN - Cina 154
UA - Ucraina 119
BR - Brasile 87
FI - Finlandia 85
DE - Germania 70
GB - Regno Unito 65
BG - Bulgaria 40
ID - Indonesia 39
RO - Romania 27
CA - Canada 21
BE - Belgio 19
FR - Francia 15
JP - Giappone 15
AU - Australia 14
TR - Turchia 10
CH - Svizzera 9
RU - Federazione Russa 9
TW - Taiwan 8
KR - Corea 7
NL - Olanda 7
IN - India 6
PH - Filippine 6
HK - Hong Kong 5
IL - Israele 5
DK - Danimarca 4
JO - Giordania 4
NZ - Nuova Zelanda 4
PT - Portogallo 4
ES - Italia 3
IR - Iran 3
TN - Tunisia 3
ZA - Sudafrica 3
AT - Austria 2
GR - Grecia 2
IE - Irlanda 2
KG - Kirghizistan 2
MX - Messico 2
SK - Slovacchia (Repubblica Slovacca) 2
A2 - ???statistics.table.value.countryCode.A2??? 1
CL - Cile 1
CO - Colombia 1
DZ - Algeria 1
HR - Croazia 1
HU - Ungheria 1
LI - Liechtenstein 1
LK - Sri Lanka 1
MY - Malesia 1
PA - Panama 1
PE - Perù 1
PL - Polonia 1
SA - Arabia Saudita 1
TM - Turkmenistan 1
UZ - Uzbekistan 1
VN - Vietnam 1
Totale 5.109
Salva come PNG Salva come JPEG
Città #
Chandler 588
Fairfield 374
Jacksonville 278
Ashburn 227
Wilmington 165
Princeton 160
Singapore 154
Woodbridge 154
Trento 150
Seattle 146
Ann Arbor 129
Houston 127
Cambridge 99
San Mateo 91
Recife 76
Beijing 72
New York 67
San Diego 41
Dallas 40
Sofia 40
Bremen 39
Jakarta 39
Dearborn 36
Helsinki 28
Boardman 26
Timisoara 26
Los Angeles 20
London 19
Brussels 16
Lawrence 16
Milan 16
Norwalk 15
San Paolo di Civitate 14
Santa Clara 14
Washington 12
Shanghai 11
Tokyo 11
Toronto 10
Verona 10
Düsseldorf 8
Kunming 8
Uberaba 8
Ottawa 7
Sydney 7
Zurich 7
Altamura 6
Andover 6
Costa Mesa 6
Grado 6
Hangzhou 6
Hefei 6
Rome 6
Falls Church 5
Izmir 5
Lappeenranta 5
Shenzhen 5
Bressanone 4
Changsha 4
Chengdu 4
Guangzhou 4
Istanbul 4
Jinan 4
Joinville-le-Pont 4
Lucca 4
Naples 4
Spinea 4
Taichung 4
Trieste 4
Vicenza 4
Amsterdam 3
Azor 3
Brisbane 3
Central 3
Chiswick 3
Como 3
Dalseo-gu 3
Des Moines 3
Edinburgh 3
Jiaxing 3
Kilburn 3
Nanjing 3
Novi Di Modena 3
Povegliano Veronese 3
Prescot 3
Pretoria 3
Redwood City 3
Rovereto 3
Santa Rosa 3
Seoul 3
Taipei 3
Tilst 3
Tunis 3
Aachen 2
Auckland 2
Belmont 2
Belo Horizonte 2
Birmingham 2
Bishkek 2
Bratislava 2
Brescia 2
Totale 3.800
Salva come PNG Salva come JPEG
Nome #
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading 148
Urban Infrastructure Resilience to Fire Disaster: An Overview 126
Dynamic characterization of complex bridge structures with passive control systems 125
Fire performance of a steel open car park in the light of the recent development of the localised fire model "LOCAFI" 125
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature 103
Structural Monitoring for the Cyclic Behaviour of Concrete Tunnel Lining Sections Using FBG Sensors. 102
A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures 101
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams 99
Experimental and numerical investigation of high-strength steel circular columns subjected to fire 95
Probabilistic fire demand model for steel pipe-racks exposed to localised fires 95
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures 94
Dynamic substructuring tests of steel frames equipped with easily repairable dissipative seismic devices 92
Probabilistic seismic demand model for curved reinforced concrete bridges 91
Probabilistic Seismic Analysis of a Three-Dimensional Steel-Concrete Composite Structure 90
Seismic Assessment of Petrochemical Piping Systems Using a Performance-Based Approach 87
Experimental investigation on ferritic stainless steel columns in fire 86
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel 86
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members 82
Experiments on ferritic stainless steel columns in fire 80
A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration 79
Stability and accuracy analysis of a discrete model reference adaptive controller without and with time delay 78
An Integrated Modelling Strategy Between Fds And Safir: The Analysis Of The Fire Performance Of A Composite Steel-Concrete Open Car Park 78
Development of a Plug-and-Play Fire Protection System for Steel Columns 75
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires 72
Fire Safety Engineering Principles Applied to a Multi-Storey Steel Building 69
Comparative Analysis of the Fire Performance of a Steel Arch Bridge 67
Torsional and Flexural-Torsional Buckling of Compressed Steel Members in Fire 66
Laser cutting performance for structural steel – Effects on the mechanical properties 65
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 65
Dynamic and Aeroelastic Behavior of a Twin Deck Curved Cable-Stayed Footbridge Equipped with Passive Devices 62
Experimental Analysis of Beam-to-Column Joints and Column Bases Made of High Strength Steel Tubular Columns Subjected to Earthquake Loading 61
Dynamic Identification and Structural Health Monitoring of a Twin Deck Curved Cable-Stayed Footbridge: The “Ponte Del Mare” of Pescara in Italy 59
Beam-to-column and column base joints made of high strength steel circular columns subjected to earthquake loading 58
Dynamic behaviour of steel footbridges: the "Ponte del mare" case study 57
Numerical analysis of the fire resistance of high-strength steel circular columns 57
A 3D beam element to study torsion of steel open sections exposed to fire 57
Seismic Behaviour Of Joints Made Of High Strength Steel Tubular Columns 56
Development of an analytical model to predict the radiative heat flux to a vertical element due to a localised fire 56
Seismic behaviour of joints made of high strength steel tubular columns 55
Seismic behaviour of high strength steel column joints 55
Seismic Fragility Analysis of Elevated Steel Storage Tanks Supported by Reinforced Concrete Columns 55
EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL RECTANGULAR HOLLOW FLANGE SECTIONS 55
Dynamic and aeroelastic behaviour of a twin deck curved cable-stayed footbridge equipped with passive devices 54
Seismic performance of joints with high strength columns 54
Development of an integrated modelling methodology for compartment fires by implementing a weak coupling strategy between a CFD and an FE software 54
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake 53
Behaviour of axially compressed angles and built-up steel members at elevated temperature 52
Behaviour of beam-to-column joints and column bases made with high strength steel tubular columns subjected to earthquake loading 51
Seismic performance of joints with high strength columns 51
Test and analysis of structures and joints for steel-concrete moment-resisting frames and steel-concrete box-girder bridges 51
Fire fragility curves for steel pipe-racks exposed to localised fires 51
ANALISI NUMERICA DELLA CAPACITÀ PORTANTE A FLESSIONE DI TRAVI IN ACCIAO FORMATE A FREDDO CON FLANGE TUBULARI RETTANGOLARI 50
Retrofit of existing steel structures against progressive collapse through roof-truss 50
Fire Fragility Curves for Industrial Steel Pipe-Racks Integrating Demand and Capacity Uncertainties 49
A STATIC SOLVER FOR HYBRID FIRE SIMULATION BASED ON MODEL REDUCTION AND DYNAMIC RELAXATION 49
A Static Partitioned Solver for Hybrid Fire Testing 48
Development of an interface between CFD and FE software 47
A CO-ROTATIONAL NONLINEAR TWO DIMENSIONAL BEAM ELEMENT FOR THE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO FIRE LOADING 47
Development of an interface between a CFD software and a FE software for compartment fires 47
A branch-switching procedure for analysing instability of steel structures subjected to fire 45
Performance-based analysis of concrete and steel-concrete composite box-girder bridges 44
External Post-Tensioning Retrofitting and Modelling of Steel-Concrete Box-Girder Bridges 44
ANALISI NUMERICA DI INCENDI LOCALIZZATI DI IDROCARBURI 44
Numerical experimental analysis of a braced steel frame subjected to fire following earthquake 44
Analysis of a discrete first-order model reference adaptive controller discretized by the zero-order-hold discrete equivalent 43
Fire buckling curves for torsionally sensitive steel members subjected to axial compression 43
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire 41
Hybrid simulation of heat transfer problems in structural applications - coupled problems 2015 41
Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components 41
A finite element tearing and interconnecting-based algorithm for hybrid fire testing 38
A Kringing-based Surrogate Model for Seismic Fragility Analysis of Unanchored Storage Tanks 38
Fire testing of high-strength steel circular columns in fire 37
A New Response Surface Stochastic Analysis Method for Spatial Structure Stability — The Reticulated Shell Structure as an Example 37
Mechanical properties of steel structural elements worked using the laser technology 36
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 36
Application of the fire safety engineering to a multi-storey steel building 36
Experimental fire response of seismic elastomeric bearings 36
Experimental assessment of the effect of the real flame emissivity for steel elements engulfed into fire 35
Experimental evaluation of the residual axial load capacity of circular bridge columns 33
Hybrid fire testing: Discussion on stability and implementation of a new method in a virtual environment 29
Implementation of a weak coupling approach between a CFD and an FE software for fires in compartments 27
An improved Analytical Formula for Predicting the Temperature of Heavily Protected Steel Sections 26
Hybrid Simulation of a Partial-strength Steel-concrete Composite Moment-resisting Frame Endowed with Hysteretic Replaceable Beam Splices 26
Fully Coupled Hybrid Simulation of Spacecraft Thermal Structures 26
NUMERICAL ANALYSIS OF HYDROCARBON POOL FIRE TESTS 25
Comportamento al fuoco di un Ponte ad Arco in acciaio = Fire Behaviour of a Steel Arch Bridge 24
Stability in Hybrid Fire Testing 24
Fire Behaviour of a Prestressed Thin-Walled Concrete V-Beam 23
Temperature Assessment of a Vertical Steel Member Subjected to Localised Fire: Experimental Tests 20
Numerical Calibration of Hydrocarbon Localised Fire Tests by Means of Fire Dynamics Simulator 19
NUMERICAL INVESTIGATION OF THE FIRE BEHAVIOUR OF CIRCULAR HOLLOW COLUMNS MADE OF HIGH-STRENGTH STEEL 19
Experimental Investigation of Composite Moment Resisting Frames Equipped with Dissipative Replaceable Beam Splices 17
Fires Following Earthquake Fragility Functions of Steel Braced Frames 16
Human-Wildlife Conflict and Road Colisions with Ungulates. A Risk Analysis and Design Solutions in Trentino, Italy 15
Influence of Thermal Gradients on the Resistance of Axially Loaded Steel Columns Subjected to Localised Fires 15
Development of a Novel Fire following Earthquake Probabilistic Framework Applied to a Steel Braced Frame 15
Influence of the Shape of Initial Imperfections on Single Web and Flange Steel Plates at Elevated Temperatures 14
Quantitative Integration of Fire Risk with Life Cycle Analysis of Building: The Case of Thermal Insulation 14
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire 14
Derivation of a New Temperature Calculation Formulation for Heavily Fire Insulated Steel Cross-Sections 10
Totale 5.432
Salva come PNG Salva come JPEG
Categoria #
all - tutte 29.910
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 258
Totale 30.168
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020686 0 0 0 56 99 63 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
2022/20231.292 219 177 9 161 158 172 14 97 140 10 83 52
2023/2024742 40 65 50 20 67 152 72 22 16 108 42 88
2024/2025386 39 67 149 131 0 0 0 0 0 0 0 0
Totale 5.532