Tondini, Nicola
 Distribuzione geografica
Continente #
EU - Europa 754
NA - Nord America 532
AS - Asia 248
SA - Sud America 35
OC - Oceania 31
AF - Africa 19
Continente sconosciuto - Info sul continente non disponibili 2
Totale 1.621
Nazione #
US - Stati Uniti d'America 515
IT - Italia 431
CN - Cina 73
GB - Regno Unito 57
FR - Francia 48
DE - Germania 43
HK - Hong Kong 31
AU - Australia 28
IN - India 27
BR - Brasile 22
SE - Svezia 21
IR - Iran 19
PT - Portogallo 19
NL - Olanda 17
CA - Canada 16
CZ - Repubblica Ceca 16
IE - Irlanda 16
SG - Singapore 16
CH - Svizzera 12
PE - Perù 12
TR - Turchia 11
FI - Finlandia 10
ES - Italia 9
ID - Indonesia 9
JP - Giappone 9
KR - Corea 9
LT - Lituania 9
RU - Federazione Russa 8
VN - Vietnam 8
RO - Romania 7
BE - Belgio 6
BD - Bangladesh 5
ZA - Sudafrica 5
IL - Israele 4
KH - Cambogia 4
MA - Marocco 4
MY - Malesia 4
RS - Serbia 4
BG - Bulgaria 3
EG - Egitto 3
GR - Grecia 3
LK - Sri Lanka 3
LU - Lussemburgo 3
NZ - Nuova Zelanda 3
TH - Thailandia 3
TW - Taiwan 3
AE - Emirati Arabi Uniti 2
AT - Austria 2
GH - Ghana 2
HU - Ungheria 2
PK - Pakistan 2
SA - Arabia Saudita 2
UA - Ucraina 2
BY - Bielorussia 1
CL - Cile 1
CM - Camerun 1
CY - Cipro 1
DK - Danimarca 1
DZ - Algeria 1
EU - Europa 1
GM - Gambi 1
IQ - Iraq 1
KE - Kenya 1
MK - Macedonia 1
MM - Myanmar 1
MU - Mauritius 1
MX - Messico 1
PL - Polonia 1
QA - Qatar 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 1.621
Città #
Trento 139
Ashburn 60
Santa Cruz 32
Houston 29
Fairfield 26
Rome 26
Milan 24
Fleming Island 21
Boardman 18
Los Angeles 14
San Diego 14
Bologna 13
New York 13
Seattle 13
Ann Arbor 12
Stockholm 12
Dublin 11
Naples 11
Woodbridge 11
Chicago 10
Hangzhou 10
Uberaba 10
Beijing 9
Cedar Knolls 9
Hong Kong 9
London 9
Recife 9
Sao Joao 9
Buffalo 8
Council Bluffs 8
Dallas 8
Kaunas 8
Lima 8
Verona 8
Lewisham 7
Melbourne 7
San Jose 7
Singapore 7
Toronto 7
Atlanta 6
Birmingham 6
Central 6
Fargo 6
Newcastle 6
Paris 6
Shanghai 6
Shenzhen 6
Tehran 6
Baltimore 5
Chennai 5
Grenoble 5
Hefei 5
Jakarta 5
Ottawa 5
Trieste 5
Trivandrum 5
Turin 5
Wilmington 5
Barcelona 4
Florence 4
Helsinki 4
Leawood 4
Seoul 4
Stresa 4
Tappahannock 4
Vicenza 4
Almada 3
Amsterdam 3
Andalo 3
Bolzano 3
Brixen 3
Brussels 3
Cambridge 3
Camden 3
Central District 3
Chongqing 3
Dalian 3
Frankfurt am Main 3
Guangzhou 3
Hanoi 3
Kampong Ulu Jurong 3
Lake Forest 3
Montagny 3
Nanjing 3
Novi Sad 3
Phnom Penh 3
Podenzano 3
Portland 3
Prague 3
Raleigh 3
Rovereto 3
Sydney 3
Ahmedabad 2
Aix-en-Provence 2
Albaredo d'Adige 2
Ari 2
Arnhem 2
Bagno A Ripoli 2
Bangkok 2
Belo Horizonte 2
Totale 896
Nome #
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires, file e3835195-1ca6-72ef-e053-3705fe0ad821 305
Probabilistic fire demand model for steel pipe-racks exposed to localised fires, file e3835197-0ec2-72ef-e053-3705fe0ad821 212
Retrofit of existing steel structures against progressive collapse through roof-truss, file e3835199-663b-72ef-e053-3705fe0ad821 106
Development of a Plug-and-Play Fire Protection System for Steel Columns, file e3835197-d92f-72ef-e053-3705fe0ad821 98
Experimental fire response of seismic elastomeric bearings, file e3835199-3abf-72ef-e053-3705fe0ad821 69
Structural Monitoring for the Cyclic Behaviour of Concrete Tunnel Lining Sections Using FBG Sensors., file e3835197-de76-72ef-e053-3705fe0ad821 68
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake, file e3835197-d933-72ef-e053-3705fe0ad821 65
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams, file e3835198-18de-72ef-e053-3705fe0ad821 64
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading, file e3835198-270d-72ef-e053-3705fe0ad821 63
Urban Infrastructure Resilience to Fire Disaster: An Overview, file e3835195-e8ba-72ef-e053-3705fe0ad821 53
Torsional and flexural-torsional buckling of compressed steel members in fire, file e3835197-0b92-72ef-e053-3705fe0ad821 51
Fire Behaviour of a Prestressed Thin-Walled Concrete V-Beam, file e3835199-9665-72ef-e053-3705fe0ad821 40
Hybrid Simulation of a Partial-strength Steel-concrete Composite Moment-resisting Frame Endowed with Hysteretic Replaceable Beam Splices, file a1d095d5-d0e6-4e60-b974-e696280fad5c 38
Behaviour of axially compressed angles and built-up steel members at elevated temperature, file e3835199-7c2c-72ef-e053-3705fe0ad821 37
Comparative Analysis of the Fire Performance of a Steel Arch Bridge, file e8b989ea-716b-411b-8249-40df9e2420c5 35
Fire performance of a steel open car park in the light of the recent development of the localised fire model "LOCAFI", file e3835199-7c2b-72ef-e053-3705fe0ad821 34
Numerical experimental analysis of a braced steel frame subjected to fire following earthquake, file e3835199-fb0d-72ef-e053-3705fe0ad821 32
Fire fragility curves for steel pipe-racks exposed to localised fires, file e3835199-744e-72ef-e053-3705fe0ad821 28
Experimental Investigation of Steel Frames Equipped with Easily Replaceable Components, file 5282578a-6eee-46e0-811a-99ffeed33aef 27
A new response surface stochastic analysis method for spatial structure stability — the reticulated shell structure as an example, file e3835199-3bd3-72ef-e053-3705fe0ad821 22
Fire Fragility Curves for Industrial Steel Pipe-Racks Integrating Demand and Capacity Uncertainties, file f64ce007-3ff3-40a1-9de9-bf4310f260de 20
An improved Analytical Formula for Predicting the Temperature of Heavily Protected Steel Sections, file 0374abe9-3044-42a5-8deb-8718d264da17 16
Fire buckling curves for torsionally sensitive steel members subjected to axial compression, file ae5eae96-3602-40ce-b9d5-0f66dcc6ead2 16
Development of a Plug-and-Play Fire Protection System for Steel Columns, file e3835199-1f68-72ef-e053-3705fe0ad821 16
null, file ab9ff36a-51ae-495b-bff7-9fb9e175a8cb 8
Dynamic substructuring tests of steel frames equipped with easily repairable dissipative seismic devices, file 5b8deb2a-538d-4530-a7c5-25791bf98b18 7
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams, file e3835192-101c-72ef-e053-3705fe0ad821 6
Fully Coupled Hybrid Simulation of Spacecraft Thermal Structures, file e3835195-2c9d-72ef-e053-3705fe0ad821 6
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures, file e3835198-0070-72ef-e053-3705fe0ad821 5
Influence of the Shape of Initial Imperfections on Single Web and Flange Steel Plates at Elevated Temperatures, file 063265f9-42b3-43b6-9ddc-11d763050d98 4
Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices, file 7dcb2900-5cb2-46f9-b38b-0a909f873eeb 4
Experimental Investigation of Braced Steel Frames Equipped with Dissipative Replaceable Connections, file 0b5834d2-5688-4efd-a11c-7f850b6fa45a 3
Experimental Investigation of Steel Frames Equipped with Dissipative Replaceable Links, file 7a5c29f9-472b-43c1-8079-bde273862f99 3
Experimental Analysis of a Full-Scale Steel Frame with Replaceable Dissipative Connections, file d4b4b40f-0e84-441b-a6c4-56a73b0217b9 3
Hybrid simulation of heat transfer problems in structural applications - coupled problems 2015, file e3835192-2274-72ef-e053-3705fe0ad821 3
Urban Infrastructure Resilience to Fire Disaster: An Overview, file e3835193-842c-72ef-e053-3705fe0ad821 3
Seismic Behaviour Of Joints Made Of High Strength Steel Tubular Columns, file e3835193-8e30-72ef-e053-3705fe0ad821 3
NUMERICAL INVESTIGATION OF THE FIRE BEHAVIOUR OF CIRCULAR HOLLOW COLUMNS MADE OF HIGH-STRENGTH STEEL, file e3835195-2cee-72ef-e053-3705fe0ad821 3
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature, file e3835195-34ad-72ef-e053-3705fe0ad821 3
Human-Wildlife Conflict and Road Colisions with Ungulates. A Risk Analysis and Design Solutions in Trentino, Italy, file 9ebf4650-caab-4098-bb76-34128f90f08f 2
Innovative Steel-Concrete Composite Sections with Composite Dowels: Optimal Design for Floor Beams in Multi-Storey Buildings = Sezioni composte acciaio-calcestruzzo innovative con connettori a taglio composti: criteri progettuali per travi di solaio in edifici multipiano, file bbd93308-b8b4-40e9-b4c9-47579f96ab7f 2
Tests and model calibration of high strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures, file e3835192-0408-72ef-e053-3705fe0ad821 2
Structural Monitoring for the Cyclic Behaviour of Concrete Tunnel Lining Sections Using FBG Sensors., file e3835192-0b37-72ef-e053-3705fe0ad821 2
Seismic Assessment of Petrochemical Piping Systems Using a Performance-Based Approach, file e3835192-13cc-72ef-e053-3705fe0ad821 2
An integrated modelling strategy between a CFD and an FE software: Methodology and application to compartment fires, file e3835193-7c6c-72ef-e053-3705fe0ad821 2
A Static Partitioned Solver for Hybrid Fire Testing, file e3835193-7e50-72ef-e053-3705fe0ad821 2
Seismic Fragility Analysis of Elevated Steel Storage Tanks Supported by Reinforced Concrete Columns, file e3835193-84e3-72ef-e053-3705fe0ad821 2
Temperature Assessment of a Vertical Steel Member Subjected to Localised Fire: Experimental Tests, file e3835193-8578-72ef-e053-3705fe0ad821 2
Capabilities of a FBG sensor system to monitor the inelastic response of concrete sections in new tunnel linings subjected to earthquake loading, file e3835195-330b-72ef-e053-3705fe0ad821 2
A CO-ROTATIONAL NONLINEAR TWO DIMENSIONAL BEAM ELEMENT FOR THE ANALYSIS OF STEEL STRUCTURES SUBJECTED TO FIRE LOADING, file e3835195-3441-72ef-e053-3705fe0ad821 2
A finite element tearing and interconnecting-based algorithm for hybrid fire testing, file e3835196-3d40-72ef-e053-3705fe0ad821 2
A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures, file e3835196-8468-72ef-e053-3705fe0ad821 2
A STATIC SOLVER FOR HYBRID FIRE SIMULATION BASED ON MODEL REDUCTION AND DYNAMIC RELAXATION, file e3835197-4408-72ef-e053-3705fe0ad821 2
Fire fragility curves for steel pipe-racks exposed to localised fires, file e3835197-45b1-72ef-e053-3705fe0ad821 2
Experimental Study of Braced Steel Frames Subjected to Fire After Earthquake, file e3835199-41aa-72ef-e053-3705fe0ad821 2
Torsional and flexural-torsional buckling of compressed steel members in fire, file e3835199-5829-72ef-e053-3705fe0ad821 2
null, file 26a2fa11-2098-4997-bb93-ddd95a9c9b63 1
Influence of Thermal Gradients on the Resistance of Axially Loaded Steel Columns Subjected to Localised Fires, file 425bdc42-cc51-4965-8187-b96956f8e767 1
Experimental fire response of seismic elastomeric bearings, file 60e40277-ebc7-429a-8a1f-35c043c01258 1
Seismic behaviour of a steel braced frame equipped with passive fire protections, file 667c0074-0664-4659-9a48-023c226987f1 1
Experimental Investigation of Braced Steel Frames Equipped with Dissipative Replaceable Connections, file 874dd235-6596-4645-ae52-0888166a3a42 1
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire, file c97cb9bd-58a2-41e1-b6ce-22d39af22b2c 1
Comportamento al fuoco di un Ponte ad Arco in acciaio = Fire Behaviour of a Steel Arch Bridge, file de82836b-0343-423c-8c48-6181fdbb59b2 1
ANALISI NUMERICA DELLA CAPACITÀ PORTANTE A FLESSIONE DI TRAVI IN ACCIAO FORMATE A FREDDO CON FLANGE TUBULARI RETTANGOLARI, file e3835192-2278-72ef-e053-3705fe0ad821 1
NUMERICAL ANALYSIS OF HYDROCARBON POOL FIRE TESTS, file e3835192-2415-72ef-e053-3705fe0ad821 1
ANALISI NUMERICA DI INCENDI LOCALIZZATI DI IDROCARBURI, file e3835192-2418-72ef-e053-3705fe0ad821 1
Dynamic characterization of complex bridge structures with passive control systems, file e3835192-5f12-72ef-e053-3705fe0ad821 1
Probabilistic seismic demand model for curved reinforced concrete bridges, file e3835192-630c-72ef-e053-3705fe0ad821 1
Experimental and numerical investigation of high-strength steel circular columns subjected to fire, file e3835192-6373-72ef-e053-3705fe0ad821 1
Stability in Hybrid Fire Testing, file e3835193-7f36-72ef-e053-3705fe0ad821 1
Numerical Calibration of Hydrocarbon Localised Fire Tests by Means of Fire Dynamics Simulator, file e3835193-8430-72ef-e053-3705fe0ad821 1
An Integrated Modelling Strategy Between Fds And Safir: The Analysis Of The Fire Performance Of A Composite Steel-Concrete Open Car Park, file e3835193-8baf-72ef-e053-3705fe0ad821 1
EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL RECTANGULAR HOLLOW FLANGE SECTIONS, file e3835193-8d29-72ef-e053-3705fe0ad821 1
Hybrid fire testing: Discussion on stability and implementation of a new method in a virtual environment, file e3835194-3ff5-72ef-e053-3705fe0ad821 1
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members, file e3835194-4b03-72ef-e053-3705fe0ad821 1
Analysis of experimental hydrocarbon localised fires with and without engulfed steel members, file e3835195-265e-72ef-e053-3705fe0ad821 1
Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature, file e3835195-2bcd-72ef-e053-3705fe0ad821 1
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel, file e3835195-31da-72ef-e053-3705fe0ad821 1
Structural Monitoring for the Cyclic Behaviour of Concrete Tunnel Lining Sections Using FBG Sensors., file e3835195-330c-72ef-e053-3705fe0ad821 1
A branch-switching procedure for analysing instability of steel structures subjected to fire, file e3835195-34aa-72ef-e053-3705fe0ad821 1
Numerical analysis of the fire resistance of high-strength steel circular columns, file e3835195-387e-72ef-e053-3705fe0ad821 1
A 3D beam element to study torsion of steel open sections exposed to fire, file e3835196-45cc-72ef-e053-3705fe0ad821 1
Application of the fire safety engineering to a multi-storey steel building, file e3835196-492a-72ef-e053-3705fe0ad821 1
A Kringing-based Surrogate Model for Seismic Fragility Analysis of Unanchored Storage Tanks, file e3835196-4f67-72ef-e053-3705fe0ad821 1
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire, file e3835196-bb81-72ef-e053-3705fe0ad821 1
Branch-Switching Procedure for Buckling Problems of Steel Elements in Fire, file e3835196-f4d4-72ef-e053-3705fe0ad821 1
Probabilistic fire demand model for steel pipe-racks exposed to localised fires, file e3835197-0d08-72ef-e053-3705fe0ad821 1
Fire performance of a steel open car park in the light of the recent development of the localised fire model "LOCAFI", file e3835197-4402-72ef-e053-3705fe0ad821 1
Behaviour of axially compressed angles and built-up steel members at elevated temperature, file e3835197-6175-72ef-e053-3705fe0ad821 1
Cross-sectional flexural capacity of cold-formed laterally-restrained steel rectangular hollow flange beams, file e3835199-17e3-72ef-e053-3705fe0ad821 1
Retrofit of existing steel structures against progressive collapse through roof-truss, file e3835199-3bcf-72ef-e053-3705fe0ad821 1
Fire safety engineering principles applied to a multi-storey steel building, file e3835199-ef35-72ef-e053-3705fe0ad821 1
Totale 1.649
Categoria #
all - tutte 6.648
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1
Totale 6.649


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201910 0 0 0 0 0 0 0 8 0 2 0 0
2019/202058 1 6 4 8 6 1 6 4 6 7 4 5
2020/2021135 12 1 8 4 14 8 27 10 11 14 16 10
2021/2022408 18 19 7 33 18 66 36 41 46 25 58 41
2022/2023549 28 40 48 39 45 44 54 56 63 19 59 54
2023/2024467 66 67 39 47 64 67 74 43 0 0 0 0
Totale 1.649