ArTS Archivio della ricerca di Trieste

AMADIO, CLAUDIO
 Distribuzione geografica
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Continente #
NA - Nord America 16.347
EU - Europa 12.706
AS - Asia 7.621
SA - Sud America 967
AF - Africa 231
OC - Oceania 49
Continente sconosciuto - Info sul continente non disponibili 17
Totale 37.938
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Nazione #
US - Stati Uniti d'America 16.131
DE - Germania 2.696
IT - Italia 2.593
SG - Singapore 2.477
PL - Polonia 2.008
CN - Cina 1.957
RU - Federazione Russa 1.002
SE - Svezia 962
UA - Ucraina 910
HK - Hong Kong 815
GB - Regno Unito 776
BR - Brasile 699
VN - Vietnam 686
KR - Corea 433
FR - Francia 427
TR - Turchia 403
FI - Finlandia 393
BG - Bulgaria 205
IE - Irlanda 204
IN - India 185
NL - Olanda 134
CA - Canada 127
LB - Libano 86
ES - Italia 77
BD - Bangladesh 75
BE - Belgio 71
MA - Marocco 70
AR - Argentina 69
JP - Giappone 67
CH - Svizzera 63
EC - Ecuador 58
IR - Iran 56
CL - Cile 51
MX - Messico 49
SN - Senegal 43
ID - Indonesia 41
AU - Australia 40
PT - Portogallo 40
PK - Pakistan 39
IQ - Iraq 35
ZA - Sudafrica 35
CO - Colombia 34
IL - Israele 29
PH - Filippine 29
TW - Taiwan 23
EG - Egitto 21
TH - Thailandia 21
SA - Arabia Saudita 19
AE - Emirati Arabi Uniti 18
AT - Austria 18
UZ - Uzbekistan 17
VE - Venezuela 17
MY - Malesia 16
RO - Romania 16
TN - Tunisia 16
PE - Perù 14
PY - Paraguay 14
JO - Giordania 13
KE - Kenya 13
AZ - Azerbaigian 11
EU - Europa 11
GR - Grecia 11
RS - Serbia 11
DK - Danimarca 10
NP - Nepal 10
CZ - Repubblica Ceca 9
HR - Croazia 9
NZ - Nuova Zelanda 9
OM - Oman 8
AL - Albania 7
CR - Costa Rica 7
DZ - Algeria 7
ET - Etiopia 7
JM - Giamaica 7
LU - Lussemburgo 7
BY - Bielorussia 6
CI - Costa d'Avorio 6
DO - Repubblica Dominicana 6
GE - Georgia 6
KG - Kirghizistan 6
KZ - Kazakistan 6
PA - Panama 6
AM - Armenia 5
BO - Bolivia 5
MD - Moldavia 5
NO - Norvegia 5
SI - Slovenia 5
SK - Slovacchia (Repubblica Slovacca) 5
UY - Uruguay 5
HU - Ungheria 4
KW - Kuwait 4
LT - Lituania 4
PS - Palestinian Territory 4
SM - San Marino 4
A1 - Anonimo 3
BH - Bahrain 3
CM - Camerun 3
CY - Cipro 3
EE - Estonia 3
HN - Honduras 3
Totale 37.892
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Città #
Warsaw 1.825
Singapore 1.612
Woodbridge 1.555
Fairfield 1.476
Ashburn 1.393
Ann Arbor 1.255
Houston 1.191
Chandler 863
Jacksonville 844
Hong Kong 784
Wilmington 766
San Jose 683
Seattle 665
Dearborn 564
Trieste 529
Cambridge 479
Beijing 450
Seoul 418
Hefei 382
Princeton 365
Izmir 335
Boardman 309
Chicago 231
Columbus 208
Dublin 200
Sofia 200
Ho Chi Minh City 193
Lauterbourg 183
Zgierz 169
The Dalles 168
Hanoi 159
Moscow 158
Los Angeles 143
Dallas 131
Santa Clara 121
Munich 105
Milan 96
Buffalo 92
San Diego 82
London 78
Frankfurt am Main 76
Rome 75
New York 72
Helsinki 71
São Paulo 70
Düsseldorf 65
Falls Church 65
Council Bluffs 61
Shanghai 60
Nanjing 59
Redwood City 57
Casablanca 56
Brussels 55
Kunming 52
Des Moines 50
Orem 46
Tokyo 45
Dakar 43
Phoenix 43
Guangzhou 41
Haiphong 41
Bern 39
Chennai 39
Udine 37
Dong Ket 36
Madrid 36
Jinan 34
Montréal 34
Naples 34
Turku 31
Washington 31
Montreal 30
Sydney 28
Da Nang 27
Napoli 27
Amsterdam 26
Bologna 26
Rio de Janeiro 26
St Louis 25
Norwalk 24
Redondo Beach 24
Tianjin 24
Frattamaggiore 23
Hangzhou 23
Salerno 23
Belo Horizonte 22
Santiago 22
Atlanta 21
Johannesburg 21
Zhengzhou 21
Florence 20
Mestre 20
Pune 20
Verona 20
Brooklyn 19
Istanbul 19
Stockholm 19
Tehran 19
Toronto 19
Basingstoke 18
Totale 23.670
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Nome #
Vibration Analysis and Dynamic Characterization of Structural Glass Elements with Different Restraints Based on Operational Modal Analysis 570
Passive control systems for the blast enhancement of glazing curtain walls under explosive loads 454
A seismological and engineering perspective on the 2016 Central Italy earthquakes 427
Effect of circumferential sealant joints and metal supporting frames on the buckling behavior of glass panels subjected to in-plane shear loads 397
Comparative assessment of analytical models for the ULS resistance verification of structural glass elements under variable loads 372
Assessment of analytical formulations for the ULS resistance verification of structural glass elements accounting for the effects of different load durations 342
Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads 304
A buckling verification approach for monolithic and laminated glass elements under combined in-plane compression and bending 302
TOSCA: a Tool for Optimisation in Structural and Civil engineering Analyses 295
Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code 291
Improving the dynamic response of multi-storey buildings via protective glazing curtain walls 291
A TOOL FOR NON-LINEAR DYNAMIC INVESTIGATION OF URM STRUCTURES 289
Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls 289
Analisi ciclica di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 288
A finite element model for collapse and long-term analysis of steel-concrete composite beams 284
CNR-DT 210/2013 - Istruzioni per la Progettazione, l'Esecuzione ed il Controllo delle Strutture di Vetro 280
A buckling design approach for ‘Blockhaus’ timber walls under in-plane vertical loads 277
Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints 275
Effects of seismic sequences on masonry structures 273
A hybrid RC-encased steel joist system 271
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour 266
The effects of repeated earthquake ground motions on non-linear response of SDOF systems 263
A new design strategy based on a deterministic definition of the seismic input to overcome the limits of design procedures based on probabilistic approaches 260
A component approach for non-linear behavior of cross-laminated solid timber panels 259
Safety Issues in the Seismic Design of Secondary Frameless Glass Structures 258
Shear glass panels with point-fixed mechanical connections: Finite-Element numerical investigation and buckling design recommendations 253
Experimental evaluation of effective width in steel-concrete composite beams 251
Assessment of the structural stability of Blockhaus timber log-walls under in-plane compression via full-scale buckling experiments 251
A New Design Procedure Based On The Realistic Definition Of Seismic Input 250
An equivalent frame model for nonlinear analysis of unreinforced masonry buildings under in-plane cyclic loading 249
Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls 249
ELEMENTI IN VETRO STRUTTURALE-Approccio unificato per la verifica di stabilità 248
Buckling analysis and design proposal for 2-side supported double Insulated Glass Units (IGUs) in compression 248
A macroelement for the cyclic analysis of masonry structures 248
A POSSIBLE REVISION OF THE CURRENT SEISMIC DESIGN PROCESS 247
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 246
Identification of Brick-Masonry Material Properties Through Inverse Analysis and Genetic Algorithms 245
Seismic behaviour of hybrid systems made of PR composite frames coupled with dissipative bracings 240
Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite frames 240
Evaluation of the deflection of steel-concrete composite beams at serviceability limit state 238
Neo-Deterministic Scenario-Earthquake Accelerograms and Spectra: A NDSHA Approach to Seismic Analysis 232
Critical issues in parameter calibration of cyclic models for steel members 232
Applicazione di Tuned Mass Damper su edifici multipiano in legno 231
Long-term analysis of steel-concrete composite beams: FE modeling for effective width evaluation 230
Experimental-numerical analyses of the seismic behaviour of cross-laminated wall systems 230
A novel hybrid system with RC-encased steel joists 229
Stability of flat glass panels under combined in-plane compression and shear 228
Experimental study and numerical investigation of Blockhaus shear walls subjected to in-plane seismic loads 227
Modellazione in campo non lineare delle strutture composte intelaiate acciaio-calcestruzzo in zona sismica- Parte 1: Il giunto composto 225
Evaluation of the structural response under seismic actions using non-linear static methods 224
Numerical Modelling and Seiesmic Assessment of Steel and Steel-Concrete Composite Frames 221
Non linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 221
Rational Selection of Experimental Data for Inverse Structural Problems 221
A Macro-Model for Beams-to-column Connections in Steel-Concrete Composite Frames 218
Problematiche progettuali e proposte di soluzione per controventi in acciaio a diagonale tesa attiva – Parte II: progettazione di sistemi controventati mediante uso di una rigidezza equivalente per l’analisi elastica modale con spettro di risposta 217
Accuracy of the N2 and overdamped spectrum method for different hysteretic models 217
Cyclic analysis of stone masonry wall strengthened with a GFRP grid-reinforced mortar coating 217
Cyclic behavior of masonry walls strengthened by tie rods 217
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 216
Seismic response of steel frames under repeated earthquake ground motions 215
Experimental and numerical seismic characterization of Blockhaus shear walls under in-plane lateral loads 215
Analysis of rigid and semi-rigid steel concrete composite joints under monotonic loading. Part I:finite element modelling and validation 214
Non-linear cyclic modelling of moment-resisting timber frames 210
Seismic analysis of a historical stone-masonry industrial building by the Abaqus code 209
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. PartII:parametric study and comparison with the Eurocode 4 proposal 207
The influence of earthquake vertical component on the seismic response of masonry structures 207
Analisi semplificata della vulnerabilità sismica di un aggregato edilizio in muratura: il complesso denominato Vaticano (Trieste) 203
Experimental and numerical study on the shear behavior of stone masonry walls strengthened with GFRP reinforced mortar coating and steel-cord reinforced repointing 201
A linear formulation for the ULS design of glass elements under combined loads: application to IGUs 201
Flexural-torsional buckling: experimental analysis of laminated glass elements 200
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 200
Mitigation of blast resistant glazing façades supported by prestressed cables by using dissipative devices 198
Three-Dimensional Numerical Simulations Of Steel Concrete Composite Beam-To-Column Welded And Bolted Joints 198
Seismic Hazard Mitigation of Multi-Storey Buildings Via Vibration Control Systems 197
Buckling of laminated glass elements in out-of-plane bending 196
COMPOSITE STEEL-CONCRETE JOINTS DESIGN AND MODELLING GUIDELINES 196
Optimized Design of a Steel-Glass Parabolic Vault using Evolutionary Multi-Objective Algorithms 195
Non-linear modelling of steel-concrete composite moment resisting frames 195
Experimental and numerical investigation of Blockhaus shear walls under in-plane cyclic loads 194
Identification of mesoscale model parameters for brick-masonry 194
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced masonry spandrels 193
Buckling of flat laminated glass panels under in-plane compression or shear 192
Effective width evaluation for steel-concrete composite beams 191
Problematiche connesse alla modellazione di telai semi-rigidi in acciaio in zona sismica 191
Exploratory Finite-Element investigation and assessment of standardized design buckling criteria for two-side linear adhesively supported glass panels under in-plane shear loads 191
Pushdown tests on masonry infilled frames for assessment of building robustness 191
A Linear Formulation for the ULS Design of Glass Elements under Combined Loads - Application to IGUs 191
Standardized buckling curves for the verification of glass columns, beams and panels 189
Modellazione per componenti del comportamento sismico di strutture lignee a telaio leggero 189
Standardized buckling curves for the verification of glass columns, beams and panels 188
Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices 188
Buckling verification of laminated glass elements in compression 188
Buckling verification of insulated glass units in compression 188
Short- and long-term performance of the “Tecnaria” stud connector for timber-concrete composite beams 187
Analisi di un sistema ibrido sismo-resistente costituito da elementi tralicciati in acciaio inglobati nel calcestruzzo 187
A Unified Approach for the Shear Buckling Design of Structural Glass Walls with Non-Ideal Restraints 187
Optimal design of nonlinear viscous dampers for frame structures 187
A macro-model with nonlinear springs for seismic analysis of URM buildings 186
Studio numerico-sperimentale di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 185
Sensitivity analysis and calibration of phenomenological models for seismic analyses 185
Totale 23.852
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Categoria #
all - tutte 98.305
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 98.305
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021796 0 0 0 0 0 0 0 0 0 362 130 304
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
2024/20253.683 104 165 125 320 453 378 344 229 445 371 324 425
2025/20268.328 837 397 574 812 846 872 1.482 393 1.054 1.061 0 0
Totale 38.914