ArTS Archivio della ricerca di Trieste

AMADIO, CLAUDIO
 Distribuzione geografica
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Continente #
NA - Nord America 13.695
EU - Europa 11.469
AS - Asia 3.375
SA - Sud America 297
AF - Africa 77
OC - Oceania 43
Continente sconosciuto - Info sul continente non disponibili 16
Totale 28.972
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Nazione #
US - Stati Uniti d'America 13.612
DE - Germania 2.565
IT - Italia 2.349
PL - Polonia 1.795
RU - Federazione Russa 983
CN - Cina 980
SE - Svezia 945
UA - Ucraina 894
SG - Singapore 849
HK - Hong Kong 726
GB - Regno Unito 638
TR - Turchia 373
FI - Finlandia 328
BR - Brasile 203
BG - Bulgaria 201
IE - Irlanda 200
FR - Francia 157
NL - Olanda 103
LB - Libano 82
IN - India 74
CA - Canada 73
BE - Belgio 65
CH - Svizzera 58
VN - Vietnam 55
IR - Iran 51
ES - Italia 47
SN - Senegal 40
EC - Ecuador 36
AU - Australia 34
PT - Portogallo 31
CL - Cile 30
JP - Giappone 25
IL - Israele 19
KR - Corea 16
RO - Romania 14
AT - Austria 13
TH - Thailandia 12
BD - Bangladesh 11
CO - Colombia 11
EU - Europa 11
PH - Filippine 11
PK - Pakistan 11
DK - Danimarca 10
EG - Egitto 10
AE - Emirati Arabi Uniti 9
NZ - Nuova Zelanda 9
AR - Argentina 8
CZ - Repubblica Ceca 8
GR - Grecia 8
HR - Croazia 8
PE - Perù 8
TW - Taiwan 8
LU - Lussemburgo 7
MY - Malesia 7
RS - Serbia 7
ZA - Sudafrica 7
GE - Georgia 6
ID - Indonesia 6
IQ - Iraq 6
ET - Etiopia 5
MX - Messico 5
SI - Slovenia 5
AZ - Azerbaigian 4
BY - Bielorussia 4
HU - Ungheria 4
NO - Norvegia 4
SK - Slovacchia (Repubblica Slovacca) 4
SM - San Marino 4
A1 - Anonimo 3
CY - Cipro 3
JO - Giordania 3
KG - Kirghizistan 3
MA - Marocco 3
NP - Nepal 3
TN - Tunisia 3
UZ - Uzbekistan 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AL - Albania 2
AM - Armenia 2
CI - Costa d'Avorio 2
DO - Repubblica Dominicana 2
EE - Estonia 2
KW - Kuwait 2
LA - Repubblica Popolare Democratica del Laos 2
LK - Sri Lanka 2
MD - Moldavia 2
PS - Palestinian Territory 2
QA - Qatar 2
SA - Arabia Saudita 2
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BS - Bahamas 1
CM - Camerun 1
CR - Costa Rica 1
DZ - Algeria 1
GA - Gabon 1
KE - Kenya 1
KH - Cambogia 1
KZ - Kazakistan 1
LT - Lituania 1
Totale 28.963
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Città #
Warsaw 1.782
Woodbridge 1.555
Fairfield 1.476
Ann Arbor 1.255
Houston 1.184
Ashburn 871
Chandler 863
Jacksonville 844
Wilmington 766
Hong Kong 705
Seattle 660
Dearborn 564
Trieste 523
Cambridge 479
Singapore 473
Princeton 365
Izmir 333
Boardman 307
Beijing 265
Columbus 202
Sofia 197
Dublin 196
Moscow 156
Santa Clara 94
San Diego 81
Düsseldorf 65
Falls Church 65
Milan 62
The Dalles 60
Nanjing 59
Hefei 58
Redwood City 57
Rome 55
Brussels 50
Kunming 49
Shanghai 49
Des Moines 48
Frankfurt am Main 43
Dakar 40
Bern 39
Helsinki 39
Dong Ket 36
Dallas 35
Udine 35
Montréal 34
Madrid 33
Jinan 32
London 31
Los Angeles 31
Munich 30
Napoli 27
Washington 27
Bologna 25
Norwalk 24
Phoenix 24
St Louis 24
Sydney 24
Frattamaggiore 23
Buffalo 22
Chicago 22
Salerno 22
Guangzhou 20
Mestre 20
Naples 20
Pune 18
Torino 18
Verona 18
Tehran 17
Trento 17
Zhengzhou 17
Nanchang 16
Padova 16
Shenyang 16
Azor 15
Edinburgh 15
Hanoi 15
Hebei 15
Mcallen 15
Portsmouth 15
São Paulo 15
Brescia 14
Redmond 14
Florence 13
Pesaro 13
Turin 13
Bath 12
Changsha 12
Dongguan 12
Fuzhou 12
Perugia 12
Quito 12
Tokyo 12
Bremen 11
Council Bluffs 11
Fremont 11
Lauterbourg 11
Santiago 11
Wuhan 11
Central 10
Indiana 10
Totale 18.150
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Nome #
Vibration Analysis and Dynamic Characterization of Structural Glass Elements with Different Restraints Based on Operational Modal Analysis 530
Passive control systems for the blast enhancement of glazing curtain walls under explosive loads 391
A seismological and engineering perspective on the 2016 Central Italy earthquakes 371
Effect of circumferential sealant joints and metal supporting frames on the buckling behavior of glass panels subjected to in-plane shear loads 358
Comparative assessment of analytical models for the ULS resistance verification of structural glass elements under variable loads 343
Assessment of analytical formulations for the ULS resistance verification of structural glass elements accounting for the effects of different load durations 308
Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads 265
Improving the dynamic response of multi-storey buildings via protective glazing curtain walls 264
TOSCA: a Tool for Optimisation in Structural and Civil engineering Analyses 253
Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints 247
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour 244
Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls 233
Effects of seismic sequences on masonry structures 226
Shear glass panels with point-fixed mechanical connections: Finite-Element numerical investigation and buckling design recommendations 226
The effects of repeated earthquake ground motions on non-linear response of SDOF systems 225
ELEMENTI IN VETRO STRUTTURALE-Approccio unificato per la verifica di stabilità 223
Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls 222
Safety Issues in the Seismic Design of Secondary Frameless Glass Structures 222
Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code 221
A hybrid RC-encased steel joist system 220
Buckling analysis and design proposal for 2-side supported double Insulated Glass Units (IGUs) in compression 217
A buckling verification approach for monolithic and laminated glass elements under combined in-plane compression and bending 214
A TOOL FOR NON-LINEAR DYNAMIC INVESTIGATION OF URM STRUCTURES 211
CNR-DT 210/2013 - Istruzioni per la Progettazione, l'Esecuzione ed il Controllo delle Strutture di Vetro 205
A finite element model for collapse and long-term analysis of steel-concrete composite beams 202
Experimental study and numerical investigation of Blockhaus shear walls subjected to in-plane seismic loads 201
Modellazione in campo non lineare delle strutture composte intelaiate acciaio-calcestruzzo in zona sismica- Parte 1: Il giunto composto 200
Seismic behaviour of hybrid systems made of PR composite frames coupled with dissipative bracings 199
A new design strategy based on a deterministic definition of the seismic input to overcome the limits of design procedures based on probabilistic approaches 198
An equivalent frame model for nonlinear analysis of unreinforced masonry buildings under in-plane cyclic loading 196
Analisi ciclica di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 195
A component approach for non-linear behavior of cross-laminated solid timber panels 194
Identification of Brick-Masonry Material Properties Through Inverse Analysis and Genetic Algorithms 193
A macroelement for the cyclic analysis of masonry structures 193
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 192
A buckling design approach for ‘Blockhaus’ timber walls under in-plane vertical loads 191
Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite frames 190
Stability of flat glass panels under combined in-plane compression and shear 189
Long-term analysis of steel-concrete composite beams: FE modeling for effective width evaluation 182
Evaluation of the deflection of steel-concrete composite beams at serviceability limit state 181
Assessment of the structural stability of Blockhaus timber log-walls under in-plane compression via full-scale buckling experiments 181
Experimental evaluation of effective width in steel-concrete composite beams 180
A New Design Procedure Based On The Realistic Definition Of Seismic Input 180
Neo-Deterministic Scenario-Earthquake Accelerograms and Spectra: A NDSHA Approach to Seismic Analysis 177
Seismic analysis of a historical stone-masonry industrial building by the Abaqus code 176
null 175
Evaluation of the structural response under seismic actions using non-linear static methods 174
Cyclic behavior of masonry walls strengthened by tie rods 174
Experimental and numerical seismic characterization of Blockhaus shear walls under in-plane lateral loads 173
Non-linear cyclic modelling of moment-resisting timber frames 173
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. PartII:parametric study and comparison with the Eurocode 4 proposal 172
Non linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 172
The influence of earthquake vertical component on the seismic response of masonry structures 171
Seismic response of steel frames under repeated earthquake ground motions 170
Applicazione di Tuned Mass Damper su edifici multipiano in legno 170
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 170
Flexural-torsional buckling: experimental analysis of laminated glass elements 169
Exploratory Finite-Element investigation and assessment of standardized design buckling criteria for two-side linear adhesively supported glass panels under in-plane shear loads 168
Cyclic analysis of stone masonry wall strengthened with a GFRP grid-reinforced mortar coating 167
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced masonry spandrels 167
Seismic Hazard Mitigation of Multi-Storey Buildings Via Vibration Control Systems 167
Experimental-numerical analyses of the seismic behaviour of cross-laminated wall systems 166
Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices 166
Rational Selection of Experimental Data for Inverse Structural Problems 166
Experimental and numerical study on the shear behavior of stone masonry walls strengthened with GFRP reinforced mortar coating and steel-cord reinforced repointing 166
Non-linear modelling of steel-concrete composite moment resisting frames 165
Mitigation of blast resistant glazing façades supported by prestressed cables by using dissipative devices 165
Critical issues in parameter calibration of cyclic models for steel members 165
Analysis of rigid and semi-rigid steel concrete composite joints under monotonic loading. Part I:finite element modelling and validation 163
Three-Dimensional Numerical Simulations Of Steel Concrete Composite Beam-To-Column Welded And Bolted Joints 163
A novel hybrid system with RC-encased steel joists 162
Buckling of flat laminated glass panels under in-plane compression or shear 162
null 161
Effective width evaluation for steel-concrete composite beams 160
null 160
Analytical and numerical assessment of the strengthening effect of structural sealant joints for the prediction of the LTB critical moment in laterally restrained glass beams 160
Standardized buckling curves for the verification of glass columns, beams and panels 159
Optimal design of nonlinear viscous dampers for frame structures 159
Standardized buckling curves for the verification of glass columns, beams and panels 157
A Macro-Model for Beams-to-column Connections in Steel-Concrete Composite Frames 156
Studio numerico-sperimentale di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 156
Optimized Design of a Steel-Glass Parabolic Vault using Evolutionary Multi-Objective Algorithms 155
A POSSIBLE REVISION OF THE CURRENT SEISMIC DESIGN PROCESS 155
RigStripTS: un metodo semplificato per l'analisi di push-over di edifici in muratura 154
null 154
Numerical Modelling and Seiesmic Assessment of Steel and Steel-Concrete Composite Frames 153
Accuracy of the N2 and overdamped spectrum method for different hysteretic models 152
Experimental and Numerical Analysis of a Glass-to-Steel Joint 151
Experimental and analytical assessment of lateral torsional buckling of laminated glass beams 151
Buckling verification of insulated glass units in compression 151
Pushdown tests on masonry infilled frames for assessment of building robustness 151
Problematiche connesse alla modellazione di telai semi-rigidi in acciaio in zona sismica 150
null 150
A linear formulation for the ULS design of glass elements under combined loads: application to IGUs 149
Analisi semplificata della vulnerabilità sismica di un aggregato edilizio in muratura: il complesso denominato Vaticano (Trieste) 148
An equivalent thickness for buckling verification of laminated glass panels under in-plane shear loads 148
Buckling verification of laminated glass elements in compression 148
Seismic analysis of an isolated and a non-isolated light-frame timber building using artificial and natural accelerograms 148
Sensitivity analysis and calibration of phenomenological models for seismic analyses 147
Probabilistic analysis of a partially-restrained steel-concrete composite frame 145
Totale 19.258
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Categoria #
all - tutte 76.154
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 76.154
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020727 0 0 0 0 0 0 0 0 0 0 544 183
2020/20213.718 415 175 243 513 409 353 345 334 135 362 130 304
2021/20222.248 83 194 98 242 61 158 93 103 269 220 151 576
2022/20233.001 293 338 214 352 347 551 45 222 327 30 195 87
2023/20241.828 133 110 114 135 172 211 257 379 18 36 170 93
2024/20253.045 104 165 125 320 453 378 344 229 445 371 111 0
Totale 29.948