IRIS
TARTAGLIA, Roberto
 Distribuzione geografica
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Continente #
NA - Nord America 1.208
AS - Asia 1.136
SA - Sud America 627
EU - Europa 321
Continente sconosciuto - Info sul continente non disponibili 69
AF - Africa 37
OC - Oceania 1
Totale 3.399
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Nazione #
US - Stati Uniti d'America 1.141
BR - Brasile 505
SG - Singapore 383
VN - Vietnam 238
CN - Cina 226
IT - Italia 109
DE - Germania 57
KR - Corea 54
HK - Hong Kong 47
BD - Bangladesh 45
AR - Argentina 41
MX - Messico 32
ID - Indonesia 31
FR - Francia 27
IN - India 27
AT - Austria 25
EC - Ecuador 24
GB - Regno Unito 21
CA - Canada 20
CO - Colombia 20
IQ - Iraq 20
NL - Olanda 17
PL - Polonia 13
TR - Turchia 13
ZA - Sudafrica 13
UZ - Uzbekistan 10
VE - Venezuela 10
PY - Paraguay 9
ES - Italia 8
CL - Cile 7
KE - Kenya 7
MY - Malesia 7
RU - Federazione Russa 7
UY - Uruguay 7
FI - Finlandia 6
AE - Emirati Arabi Uniti 5
TN - Tunisia 5
AL - Albania 4
JM - Giamaica 4
LU - Lussemburgo 4
MA - Marocco 4
PE - Perù 4
PK - Pakistan 4
UA - Ucraina 4
AZ - Azerbaigian 3
DZ - Algeria 3
IL - Israele 3
PS - Palestinian Territory 3
PT - Portogallo 3
RS - Serbia 3
SE - Svezia 3
BB - Barbados 2
DO - Repubblica Dominicana 2
HU - Ungheria 2
JP - Giappone 2
LB - Libano 2
NP - Nepal 2
PH - Filippine 2
TT - Trinidad e Tobago 2
AD - Andorra 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BH - Bahrain 1
CG - Congo 1
CH - Svizzera 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
EG - Egitto 1
GP - Guadalupe 1
GR - Grecia 1
HN - Honduras 1
IR - Iran 1
JO - Giordania 1
KG - Kirghizistan 1
LK - Sri Lanka 1
NG - Nigeria 1
NI - Nicaragua 1
NO - Norvegia 1
PA - Panama 1
PF - Polinesia Francese 1
RO - Romania 1
SA - Arabia Saudita 1
SN - Senegal 1
TH - Thailandia 1
TL - Timor Orientale 1
TW - Taiwan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 3.331
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Città #
Dallas 338
San Jose 218
Ashburn 147
Singapore 139
Ho Chi Minh City 92
The Dalles 55
Seoul 53
Assago 50
Hanoi 46
Beijing 43
Hong Kong 43
São Paulo 38
New York 36
Santa Clara 27
Phoenix 25
Mexico City 21
Los Angeles 18
Frankfurt am Main 16
Rio de Janeiro 16
Boardman 15
Falkenstein 14
Nuremberg 13
Orem 13
Amsterdam 11
Belo Horizonte 10
Da Nang 10
Tashkent 10
Campinas 9
Porto Alegre 9
Biên Hòa 8
Chicago 8
Goiânia 8
Haiphong 8
Hillsboro 8
Rome 8
Vienna 8
Bogotá 7
Caracas 7
Curitiba 7
Johannesburg 7
Milan 7
Ninh Bình 7
Quito 7
Seattle 7
Warsaw 7
Atlanta 6
Brasília 6
Guayaquil 6
Manchester 6
Montevideo 6
San Francisco 6
Anápolis 5
Bắc Ninh 5
Can Tho 5
Changsha 5
Dhaka 5
Duque de Caxias 5
Fortaleza 5
Guangzhou 5
Ha Long 5
Nairobi 5
Ogden 5
Praia Grande 5
Santiago 5
Shanghai 5
Wroclaw 5
Asunción 4
Baghdad 4
Boston 4
Buenos Aires 4
Caxias do Sul 4
Charlotte 4
Chennai 4
Contagem 4
Guarulhos 4
Hillah 4
Kuala Lumpur 4
London 4
Luxembourg 4
Merkezefendi 4
Montreal 4
Mosul 4
Phủ Lý 4
Queens 4
Secaucus 4
São João da Boa Vista 4
São Vicente 4
Ankara 3
Aversa 3
Baku 3
Bekasi 3
Bexley 3
Bologna 3
Brooklyn 3
Bắc Giang 3
Columbus 3
Denver 3
Fisciano 3
Guarujá 3
Hangzhou 3
Totale 1.888
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Nome #
The role of in situ dynamic tests on model updating of existing R.C. infilled structures 203
Seismic assessment and upgrading of existing non-conforming multi-storey steel buildings: A case study 95
Improving Seismic Performance of Existing Schools: Design and Analysis of Steel Exoskeleton Systems 86
Multi-setup Ambient Vibration Test and Modal Updating of a Historical Masonry Complex 79
Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario 73
Seismic Behaviour of Steel MRFs Designed According to EN1998-1(2005) and prEN1998-1-2(2020) 73
Preliminary Results from Shake Table Tests of the FUTURE Mock-Up 72
Robustness of seismically pre-qualified extended stiffened beam-to-column joints 69
Seismic Assessment of the DREAMERS Building Prototype 68
Moment-Rotation Response of 3D Beam-to-Column Joints with and Without the Slab 67
Comparison of different design requirements on P-delta effects for steel moment resisting frames 67
Application of Anti-seismic Devices with Metal Foam Core for the Retrofitting of an Existing Steel Structure 66
DESIGN FOR ROBUSTNESS OF A PILOT BUILDING EQUIPPED WITH DISSIPATIVE FREE FROM DAMAGE STEEL CONNECTIONS 65
Seismic Assessment and Strengthening of an Existing Industrial Building 64
Finite element analyses on seismic response of partial strength extended stiffened joints 64
Influence of Column–Base Connections on Seismic Behavior of Single-Story Steel Buildings 63
Behaviour of steel moment resisting frames under near fault earthquakes: The “FuTure” project 63
Seismic design of extended stiffened end-plate joints in the framework of Eurocodes 62
Ultimate Performance of External End-plate Bolted Joints Under Column Loss Scenario Accounting for the Influence of the Transverse Beam 62
Experimental investigation of the inelastic tensile behaviour of non-preloadable grade 8.8 bolts 61
Seismic Retrofitting of Existing Industrial Steel Buildings: A Case-Study 61
Proposal of AISC-compliant seismic design criteria for ductile partially-restrained end-plate bolted joints 60
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening 60
Influence of EC8 rules on p-delta effects on the design and response of steel MRF|L'influenza degli effetti p-delta in accordo alle prescrizioni dell'EC8 sul progetto e verifica di strutture intelaiate in acciaio 60
Nonlinear Performance of Extended Stiffened End Plate Bolted Beam-to-column Joints Subjected to Column Removal 59
Seismic strengthening of isolated RC framed structures through orthogonal steel exoskeleton: Bidirectional non-linear analyses 59
Effect of lightweight steel partitions on seismic behaviour of moment resisting frames 58
Response of Seismically Damaged Steel Reduced Beam Section Joints under Fire 57
Finite element simulations on the ultimate response of extended stiffened end-plate joints 56
Full strength extended stiffened end-plate joints: AISC vs recent European design criteria 55
FREEDAM connections: advanced finite element modelling 55
Seismic Behaviour of EC8-Compliant Moment Resisting and Concentrically Braced Frames 55
BEHAVIOUR OF JOINTS WITH FRICTION DAMPERS UNDER COLUMN LOSS SCENARIO 54
Influence of Transvserse Beams On the Ultimate Behaviour of Seismic Resistant Parrtial Strength Beam-To-Colummn Joints 54
Behaviour of T-STUB under mode 2 and 3 with HV and HR bolts 53
Influence of the joint behaviour on the performance of orthogonal exoskeletons for seismic retrofit 53
Seismic-resistant CFS walls braced with pre-tensioned UHS steel bars: Design and construction of a building mockup 53
The influence of rib stiffeners on the response of extended end-plate joints 52
Experimental and numerical study on the T-Stub behaviour with preloaded bolts under large deformations 52
Retrofit of non-code conforming moment resisting beam-to-column joints: A case study 51
Seismic performance of Eurocode‐compliant ductile steel MRFs 51
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs 50
Seismic assessment of beam-to-column joints for a non-conforming MRF existing structure 49
Behaviour of seismically damaged extended stiffened end-plate joints at elevated temperature 49
Numerical Simulations to Predict the Seismic Performance of a 2-Story Steel Moment-Resisting Frame 47
Seismic upgrade of a non-code compliant multi-storey steel building: A case study 44
The Performance of Preloaded Bolts in Seismically Prequalified Steel Joints in a Fire Scenario 44
Experimental tests for the evaluation of the seismic performance of the innovative CFS wall 42
Seismic pre-qualification tests of EC8-compliant external extended stiffened end-plate beam-to-column joints 38
Shake‐table tests on steel moment‐resisting frames with detachable yielding zones 35
Seismic strengthening of isolated RC framed structures through orthogonal steel exoskeleton: Bidirectional non-linear analyses 34
Extended Stiffened End-Plate Steel Joints with Octagonal Bolt Arrangement Under Column Loss Scenario 34
Seismic Performance of Moment-Resisting–Eccentrically Braced Dual Frame Equipped with Detachable Links 33
Numerical simulation of monotonic tests on beam-column timber joints equipped with steel links for heavy timber seismic resistant MRF 32
Seismic design and testing of EC8-1-2-compliant unstiffened end-plate beam-to-column joints 27
Steel Beam-to-Column Friction Joint under a Column Loss Scenario 27
Monotonic behaviour of 4-bolt row connections: Analytical and numerical analyses 23
SEISMIC BEHAVIOUR OF BOLTED BEAM-TO-COLUMN STEEL JOINTS 18
Seismic performance of stiffened end-plate steel joints with non-symmetric octagonal bolts arrangement 18
Parametric Finite Element Simulations of Different Configurations of Partial-Strength Exposed Column Base Plate Connections 16
IN-SITU EXPERIMENTAL TESTS OF PIPING SYSTEMS IN HOSPITALS AND HEALTH FACILITIES 15
ENRICH PROJECT: ENHANCING THE RESILIENCE OF ITALIAN HEALTHCARE AND HOSPITAL FACILITIES 15
Dissipative joints in robustness-related scenarios – Experimental and numerical investigations 11
SEISMIC PERFORMANCE OF COLD FORMED NON-STRUCTURAL PARTITION USED FOR ENREGY RETROFIT 8
Totale 3.399
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Categoria #
all - tutte 18.936
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 18.936
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2023/202431 0 0 0 0 0 0 13 2 14 0 1 1
2024/2025555 13 3 4 4 35 8 12 56 37 56 127 200
2025/20262.667 159 373 529 585 149 81 245 110 118 181 91 46
2026/2027146 60 63 23 0 0 0 0 0 0 0 0 0
Totale 3.399