ArTS Archivio della ricerca di Trieste

AMADIO, CLAUDIO
 Distribuzione geografica
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Continente #
NA - Nord America 18.182
EU - Europa 13.036
AS - Asia 7.826
SA - Sud America 993
Continente sconosciuto - Info sul continente non disponibili 993
AF - Africa 236
OC - Oceania 51
Totale 41.317
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Nazione #
US - Stati Uniti d'America 17.893
IT - Italia 2.873
DE - Germania 2.699
SG - Singapore 2.514
PL - Polonia 2.011
CN - Cina 2.010
RU - Federazione Russa 1.002
SE - Svezia 974
UA - Ucraina 911
HK - Hong Kong 822
GB - Regno Unito 780
BR - Brasile 707
VN - Vietnam 688
KR - Corea 433
FR - Francia 429
TR - Turchia 403
FI - Finlandia 393
BG - Bulgaria 205
IE - Irlanda 204
IN - India 185
BD - Bangladesh 171
CA - Canada 165
NL - Olanda 143
LB - Libano 86
ES - Italia 80
AR - Argentina 73
BE - Belgio 71
MA - Marocco 70
JP - Giappone 67
CH - Svizzera 65
EC - Ecuador 60
IR - Iran 57
MX - Messico 54
CL - Cile 53
SN - Senegal 43
AU - Australia 42
ID - Indonesia 42
PT - Portogallo 42
CO - Colombia 41
PK - Pakistan 40
ZA - Sudafrica 36
IQ - Iraq 35
IL - Israele 29
PH - Filippine 29
TW - Taiwan 24
EG - Egitto 21
TH - Thailandia 21
SA - Arabia Saudita 20
AE - Emirati Arabi Uniti 19
VE - Venezuela 19
AT - Austria 18
MY - Malesia 18
UZ - Uzbekistan 17
RO - Romania 16
TN - Tunisia 16
PE - Perù 15
GR - Grecia 14
JO - Giordania 14
PY - Paraguay 14
CR - Costa Rica 13
KE - Kenya 13
HR - Croazia 12
RS - Serbia 12
AZ - Azerbaigian 11
EU - Europa 11
JM - Giamaica 11
DK - Danimarca 10
NP - Nepal 10
CZ - Repubblica Ceca 9
DZ - Algeria 9
NZ - Nuova Zelanda 9
OM - Oman 8
AL - Albania 7
BY - Bielorussia 7
ET - Etiopia 7
KG - Kirghizistan 7
LU - Lussemburgo 7
CI - Costa d'Avorio 6
DO - Repubblica Dominicana 6
GE - Georgia 6
KZ - Kazakistan 6
PA - Panama 6
SK - Slovacchia (Repubblica Slovacca) 6
AM - Armenia 5
BO - Bolivia 5
GT - Guatemala 5
HN - Honduras 5
MD - Moldavia 5
NO - Norvegia 5
SI - Slovenia 5
TT - Trinidad e Tobago 5
UY - Uruguay 5
BB - Barbados 4
HU - Ungheria 4
KW - Kuwait 4
LT - Lituania 4
PS - Palestinian Territory 4
SM - San Marino 4
A1 - Anonimo 3
BH - Bahrain 3
Totale 40.280
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Città #
Ashburn 1.885
Warsaw 1.826
Singapore 1.624
Woodbridge 1.555
Fairfield 1.477
Ann Arbor 1.255
Houston 1.197
Chandler 863
San Jose 852
Jacksonville 846
Hong Kong 791
Wilmington 766
Seattle 672
Dearborn 564
Trieste 536
Cambridge 479
Beijing 469
Seoul 418
Council Bluffs 384
Hefei 383
Princeton 367
Izmir 335
Boardman 309
Columbus 258
Chicago 242
Dublin 200
Sofia 200
Ho Chi Minh City 195
Lauterbourg 183
Milan 180
Los Angeles 169
The Dalles 169
Zgierz 169
Hanoi 159
Moscow 158
Santa Clara 155
Dallas 153
New York 127
Buffalo 109
Munich 105
Rome 93
San Diego 85
London 81
Frankfurt am Main 76
Helsinki 71
São Paulo 70
Düsseldorf 65
Falls Church 65
Phoenix 62
Shanghai 61
Nanjing 59
Redwood City 57
Casablanca 56
Brussels 55
Kunming 52
Des Moines 50
Orem 47
Tokyo 45
Dakar 43
Guangzhou 41
Haiphong 41
Naples 41
Bern 39
Chennai 39
Madrid 37
Montreal 37
Udine 37
Dong Ket 36
Jinan 34
Montréal 34
Washington 33
Turku 31
Sydney 30
Amsterdam 27
Bologna 27
Da Nang 27
Florence 27
Napoli 27
Atlanta 26
Rio de Janeiro 26
Miano 25
St Louis 25
Toronto 25
Norwalk 24
Redondo Beach 24
Salerno 24
Tianjin 24
Verona 24
Frattamaggiore 23
Hangzhou 23
Santiago 23
Belo Horizonte 22
Brooklyn 21
Johannesburg 21
Zhengzhou 21
Manchester 20
Mestre 20
Pune 20
San Francisco 20
Tehran 20
Totale 25.123
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Nome #
Vibration Analysis and Dynamic Characterization of Structural Glass Elements with Different Restraints Based on Operational Modal Analysis 577
Passive control systems for the blast enhancement of glazing curtain walls under explosive loads 471
A seismological and engineering perspective on the 2016 Central Italy earthquakes 441
Effect of circumferential sealant joints and metal supporting frames on the buckling behavior of glass panels subjected to in-plane shear loads 409
Comparative assessment of analytical models for the ULS resistance verification of structural glass elements under variable loads 380
Assessment of analytical formulations for the ULS resistance verification of structural glass elements accounting for the effects of different load durations 348
Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code 330
A buckling verification approach for monolithic and laminated glass elements under combined in-plane compression and bending 324
Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads 316
TOSCA: a Tool for Optimisation in Structural and Civil engineering Analyses 310
A TOOL FOR NON-LINEAR DYNAMIC INVESTIGATION OF URM STRUCTURES 303
Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints 302
A finite element model for collapse and long-term analysis of steel-concrete composite beams 300
Improving the dynamic response of multi-storey buildings via protective glazing curtain walls 298
Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls 297
Effects of seismic sequences on masonry structures 296
CNR-DT 210/2013 - Istruzioni per la Progettazione, l'Esecuzione ed il Controllo delle Strutture di Vetro 296
Analisi ciclica di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 295
A buckling design approach for ‘Blockhaus’ timber walls under in-plane vertical loads 292
A hybrid RC-encased steel joist system 281
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour 278
A component approach for non-linear behavior of cross-laminated solid timber panels 277
A New Design Procedure Based On The Realistic Definition Of Seismic Input 276
A new design strategy based on a deterministic definition of the seismic input to overcome the limits of design procedures based on probabilistic approaches 271
The effects of repeated earthquake ground motions on non-linear response of SDOF systems 269
A POSSIBLE REVISION OF THE CURRENT SEISMIC DESIGN PROCESS 268
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 263
Assessment of the structural stability of Blockhaus timber log-walls under in-plane compression via full-scale buckling experiments 263
Experimental evaluation of effective width in steel-concrete composite beams 262
Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls 262
A macroelement for the cyclic analysis of masonry structures 262
Critical issues in parameter calibration of cyclic models for steel members 262
ELEMENTI IN VETRO STRUTTURALE-Approccio unificato per la verifica di stabilità 261
Safety Issues in the Seismic Design of Secondary Frameless Glass Structures 261
Shear glass panels with point-fixed mechanical connections: Finite-Element numerical investigation and buckling design recommendations 261
Buckling analysis and design proposal for 2-side supported double Insulated Glass Units (IGUs) in compression 260
An equivalent frame model for nonlinear analysis of unreinforced masonry buildings under in-plane cyclic loading 256
Identification of Brick-Masonry Material Properties Through Inverse Analysis and Genetic Algorithms 255
Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite frames 252
Modellazione in campo non lineare delle strutture composte intelaiate acciaio-calcestruzzo in zona sismica- Parte 1: Il giunto composto 252
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 251
Seismic behaviour of hybrid systems made of PR composite frames coupled with dissipative bracings 249
Applicazione di Tuned Mass Damper su edifici multipiano in legno 244
Evaluation of the deflection of steel-concrete composite beams at serviceability limit state 242
Experimental-numerical analyses of the seismic behaviour of cross-laminated wall systems 239
Non linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 238
Long-term analysis of steel-concrete composite beams: FE modeling for effective width evaluation 237
Cyclic analysis of stone masonry wall strengthened with a GFRP grid-reinforced mortar coating 237
Experimental study and numerical investigation of Blockhaus shear walls subjected to in-plane seismic loads 237
A novel hybrid system with RC-encased steel joists 236
Stability of flat glass panels under combined in-plane compression and shear 235
Neo-Deterministic Scenario-Earthquake Accelerograms and Spectra: A NDSHA Approach to Seismic Analysis 235
Rational Selection of Experimental Data for Inverse Structural Problems 232
Evaluation of the structural response under seismic actions using non-linear static methods 231
Analysis of rigid and semi-rigid steel concrete composite joints under monotonic loading. Part I:finite element modelling and validation 228
Numerical Modelling and Seiesmic Assessment of Steel and Steel-Concrete Composite Frames 228
COMPOSITE STEEL-CONCRETE JOINTS DESIGN AND MODELLING GUIDELINES 228
A Macro-Model for Beams-to-column Connections in Steel-Concrete Composite Frames 227
Experimental and numerical seismic characterization of Blockhaus shear walls under in-plane lateral loads 227
Seismic response of steel frames under repeated earthquake ground motions 224
Accuracy of the N2 and overdamped spectrum method for different hysteretic models 224
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 224
Cyclic behavior of masonry walls strengthened by tie rods 224
The influence of earthquake vertical component on the seismic response of masonry structures 223
Non-linear cyclic modelling of moment-resisting timber frames 220
Buckling of laminated glass elements in out-of-plane bending 217
Seismic analysis of a historical stone-masonry industrial building by the Abaqus code 217
Flexural-torsional buckling: experimental analysis of laminated glass elements 217
Three-Dimensional Numerical Simulations Of Steel Concrete Composite Beam-To-Column Welded And Bolted Joints 217
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. PartII:parametric study and comparison with the Eurocode 4 proposal 216
Analisi semplificata della vulnerabilità sismica di un aggregato edilizio in muratura: il complesso denominato Vaticano (Trieste) 215
Seismic Hazard Mitigation of Multi-Storey Buildings Via Vibration Control Systems 215
Experimental and numerical study on the shear behavior of stone masonry walls strengthened with GFRP reinforced mortar coating and steel-cord reinforced repointing 214
Experimental and numerical investigation of Blockhaus shear walls under in-plane cyclic loads 212
A linear formulation for the ULS design of glass elements under combined loads: application to IGUs 212
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 211
Mitigation of blast resistant glazing façades supported by prestressed cables by using dissipative devices 210
Buckling verification of insulated glass units in compression 206
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced masonry spandrels 206
Non-linear modelling of steel-concrete composite moment resisting frames 204
Buckling verification of laminated glass panels under in-plane compression 203
Pushdown tests on masonry infilled frames for assessment of building robustness 203
Identification of mesoscale model parameters for brick-masonry 203
Optimized Design of a Steel-Glass Parabolic Vault using Evolutionary Multi-Objective Algorithms 202
Effective width evaluation for steel-concrete composite beams 201
Standardized buckling curves for the verification of glass columns, beams and panels 201
Modellazione per componenti del comportamento sismico di strutture lignee a telaio leggero 201
Buckling verification of laminated glass elements in compression 201
A Linear Formulation for the ULS Design of Glass Elements under Combined Loads - Application to IGUs 201
A Unified Approach for the Shear Buckling Design of Structural Glass Walls with Non-Ideal Restraints 200
Advancements in Design, Analysis, and Retrofitting of Structures Exposed to Blast 200
Optimal design of nonlinear viscous dampers for frame structures 200
Problematiche connesse alla modellazione di telai semi-rigidi in acciaio in zona sismica 199
Analisi di un sistema ibrido sismo-resistente costituito da elementi tralicciati in acciaio inglobati nel calcestruzzo 199
Buckling of flat laminated glass panels under in-plane compression or shear 199
Novel Design Proposal for the Seismic Retrofit of Existing Buildings withHybrid Steel Exoskeletons and Base Sliding Devices 199
Short- and long-term performance of the “Tecnaria” stud connector for timber-concrete composite beams 198
Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices 198
Exploratory Finite-Element investigation and assessment of standardized design buckling criteria for two-side linear adhesively supported glass panels under in-plane shear loads 198
Modellazione in campo non lineare delle strutture composte intelaiate acciaio-calcestruzzo in zona sismica- Parte 2: Il telaio composto 197
Totale 25.149
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Categoria #
all - tutte 109.788
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 109.788
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.971 0 0 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
2025/20269.271 837 397 574 812 846 872 1.482 393 1.054 1.244 409 351
2026/20271.460 314 492 654 0 0 0 0 0 0 0 0 0
Totale 41.317