ArTS Archivio della ricerca di Trieste

AMADIO, CLAUDIO
 Distribuzione geografica
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Continente #
NA - Nord America 16.968
EU - Europa 12.905
AS - Asia 7.768
SA - Sud America 980
AF - Africa 231
OC - Oceania 51
Continente sconosciuto - Info sul continente non disponibili 17
Totale 38.920
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Nazione #
US - Stati Uniti d'America 16.715
IT - Italia 2.768
DE - Germania 2.697
SG - Singapore 2.495
PL - Polonia 2.010
CN - Cina 1.988
RU - Federazione Russa 1.002
SE - Svezia 962
UA - Ucraina 911
HK - Hong Kong 818
GB - Regno Unito 777
BR - Brasile 703
VN - Vietnam 688
KR - Corea 433
FR - Francia 428
TR - Turchia 403
FI - Finlandia 393
BG - Bulgaria 205
IE - Irlanda 204
IN - India 185
BD - Bangladesh 164
CA - Canada 146
NL - Olanda 138
LB - Libano 86
ES - Italia 80
AR - Argentina 72
BE - Belgio 71
MA - Marocco 70
JP - Giappone 67
CH - Svizzera 65
EC - Ecuador 60
IR - Iran 57
CL - Cile 52
MX - Messico 52
SN - Senegal 43
AU - Australia 42
PT - Portogallo 42
ID - Indonesia 41
PK - Pakistan 39
CO - Colombia 36
IQ - Iraq 35
ZA - Sudafrica 35
IL - Israele 29
PH - Filippine 29
TW - Taiwan 24
EG - Egitto 21
TH - Thailandia 21
AE - Emirati Arabi Uniti 19
SA - Arabia Saudita 19
AT - Austria 18
VE - Venezuela 18
MY - Malesia 17
UZ - Uzbekistan 17
RO - Romania 16
TN - Tunisia 16
GR - Grecia 14
PE - Perù 14
PY - Paraguay 14
JO - Giordania 13
KE - Kenya 13
CR - Costa Rica 12
RS - Serbia 12
AZ - Azerbaigian 11
EU - Europa 11
HR - Croazia 11
DK - Danimarca 10
NP - Nepal 10
CZ - Repubblica Ceca 9
NZ - Nuova Zelanda 9
JM - Giamaica 8
OM - Oman 8
AL - Albania 7
DZ - Algeria 7
ET - Etiopia 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
SK - Slovacchia (Repubblica Slovacca) 6
AM - Armenia 5
BO - Bolivia 5
MD - Moldavia 5
NO - Norvegia 5
SI - Slovenia 5
TT - Trinidad e Tobago 5
UY - Uruguay 5
HN - Honduras 4
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
Totale 38.868
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Città #
Warsaw 1.826
Singapore 1.617
Woodbridge 1.555
Ashburn 1.544
Fairfield 1.477
Ann Arbor 1.255
Houston 1.193
Chandler 863
Jacksonville 845
Hong Kong 787
San Jose 769
Wilmington 766
Seattle 667
Dearborn 564
Trieste 536
Cambridge 479
Beijing 457
Seoul 418
Hefei 383
Princeton 365
Izmir 335
Boardman 309
Chicago 234
Columbus 208
Dublin 200
Sofia 200
Ho Chi Minh City 195
Lauterbourg 183
The Dalles 169
Zgierz 169
Hanoi 159
Los Angeles 158
Moscow 158
Milan 144
Dallas 139
Santa Clara 127
New York 120
Buffalo 108
Munich 105
Council Bluffs 87
Rome 86
San Diego 84
London 80
Frankfurt am Main 76
Helsinki 71
São Paulo 70
Düsseldorf 65
Falls Church 65
Shanghai 60
Nanjing 59
Redwood City 57
Casablanca 56
Brussels 55
Kunming 52
Des Moines 50
Orem 47
Phoenix 46
Tokyo 45
Dakar 43
Guangzhou 41
Haiphong 41
Naples 41
Bern 39
Chennai 39
Madrid 37
Udine 37
Dong Ket 36
Jinan 34
Montreal 34
Montréal 34
Washington 32
Turku 31
Sydney 30
Da Nang 27
Napoli 27
Amsterdam 26
Bologna 26
Florence 26
Rio de Janeiro 26
St Louis 25
Toronto 25
Atlanta 24
Norwalk 24
Redondo Beach 24
Salerno 24
Tianjin 24
Frattamaggiore 23
Hangzhou 23
Belo Horizonte 22
Santiago 22
Verona 22
Brooklyn 21
Johannesburg 21
Zhengzhou 21
Mestre 20
Pune 20
Tehran 20
Istanbul 19
Manchester 19
Stockholm 19
Totale 24.166
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Nome #
Vibration Analysis and Dynamic Characterization of Structural Glass Elements with Different Restraints Based on Operational Modal Analysis 574
Passive control systems for the blast enhancement of glazing curtain walls under explosive loads 468
A seismological and engineering perspective on the 2016 Central Italy earthquakes 433
Effect of circumferential sealant joints and metal supporting frames on the buckling behavior of glass panels subjected to in-plane shear loads 405
Comparative assessment of analytical models for the ULS resistance verification of structural glass elements under variable loads 374
Assessment of analytical formulations for the ULS resistance verification of structural glass elements accounting for the effects of different load durations 346
Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code 323
Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads 313
A buckling verification approach for monolithic and laminated glass elements under combined in-plane compression and bending 310
TOSCA: a Tool for Optimisation in Structural and Civil engineering Analyses 304
A TOOL FOR NON-LINEAR DYNAMIC INVESTIGATION OF URM STRUCTURES 298
Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints 295
Improving the dynamic response of multi-storey buildings via protective glazing curtain walls 295
Numerical assessment of vibration control systems for multi-hazard design and mitigation of glass curtain walls 293
CNR-DT 210/2013 - Istruzioni per la Progettazione, l'Esecuzione ed il Controllo delle Strutture di Vetro 292
A finite element model for collapse and long-term analysis of steel-concrete composite beams 291
Analisi ciclica di pareti murarie in pietrame rinforzate mediante intonaco armato con rete in GFRP 289
Effects of seismic sequences on masonry structures 287
A buckling design approach for ‘Blockhaus’ timber walls under in-plane vertical loads 284
A hybrid RC-encased steel joist system 273
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour 270
The effects of repeated earthquake ground motions on non-linear response of SDOF systems 264
A new design strategy based on a deterministic definition of the seismic input to overcome the limits of design procedures based on probabilistic approaches 262
A component approach for non-linear behavior of cross-laminated solid timber panels 260
Assessment of the structural stability of Blockhaus timber log-walls under in-plane compression via full-scale buckling experiments 260
Safety Issues in the Seismic Design of Secondary Frameless Glass Structures 260
Critical issues in parameter calibration of cyclic models for steel members 260
A POSSIBLE REVISION OF THE CURRENT SEISMIC DESIGN PROCESS 258
Shear glass panels with point-fixed mechanical connections: Finite-Element numerical investigation and buckling design recommendations 257
Buckling analysis and design proposal for 2-side supported double Insulated Glass Units (IGUs) in compression 256
Experimental evaluation of effective width in steel-concrete composite beams 255
Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls 255
A macroelement for the cyclic analysis of masonry structures 255
ELEMENTI IN VETRO STRUTTURALE-Approccio unificato per la verifica di stabilità 253
A New Design Procedure Based On The Realistic Definition Of Seismic Input 252
An equivalent frame model for nonlinear analysis of unreinforced masonry buildings under in-plane cyclic loading 250
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 249
Identification of Brick-Masonry Material Properties Through Inverse Analysis and Genetic Algorithms 248
Seismic behaviour of hybrid systems made of PR composite frames coupled with dissipative bracings 244
Results of a probabilistic analysis on the seismic performance of PR steel-concrete composite frames 244
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 242
Evaluation of the deflection of steel-concrete composite beams at serviceability limit state 241
A novel hybrid system with RC-encased steel joists 233
Experimental-numerical analyses of the seismic behaviour of cross-laminated wall systems 233
Applicazione di Tuned Mass Damper su edifici multipiano in legno 233
Modellazione in campo non lineare delle strutture composte intelaiate acciaio-calcestruzzo in zona sismica- Parte 1: Il giunto composto 233
Neo-Deterministic Scenario-Earthquake Accelerograms and Spectra: A NDSHA Approach to Seismic Analysis 233
Stability of flat glass panels under combined in-plane compression and shear 232
Experimental study and numerical investigation of Blockhaus shear walls subjected to in-plane seismic loads 232
Long-term analysis of steel-concrete composite beams: FE modeling for effective width evaluation 231
Evaluation of the structural response under seismic actions using non-linear static methods 227
Non linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 225
Rational Selection of Experimental Data for Inverse Structural Problems 225
Numerical Modelling and Seiesmic Assessment of Steel and Steel-Concrete Composite Frames 223
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 222
A Macro-Model for Beams-to-column Connections in Steel-Concrete Composite Frames 220
Cyclic analysis of stone masonry wall strengthened with a GFRP grid-reinforced mortar coating 220
Analysis of rigid and semi-rigid steel concrete composite joints under monotonic loading. Part I:finite element modelling and validation 219
Accuracy of the N2 and overdamped spectrum method for different hysteretic models 219
The influence of earthquake vertical component on the seismic response of masonry structures 218
Cyclic behavior of masonry walls strengthened by tie rods 218
Seismic response of steel frames under repeated earthquake ground motions 217
Experimental and numerical seismic characterization of Blockhaus shear walls under in-plane lateral loads 217
Seismic analysis of a historical stone-masonry industrial building by the Abaqus code 213
Non-linear cyclic modelling of moment-resisting timber frames 212
COMPOSITE STEEL-CONCRETE JOINTS DESIGN AND MODELLING GUIDELINES 212
Three-Dimensional Numerical Simulations Of Steel Concrete Composite Beam-To-Column Welded And Bolted Joints 211
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. PartII:parametric study and comparison with the Eurocode 4 proposal 209
Experimental and numerical study on the shear behavior of stone masonry walls strengthened with GFRP reinforced mortar coating and steel-cord reinforced repointing 209
Flexural-torsional buckling: experimental analysis of laminated glass elements 207
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 206
A linear formulation for the ULS design of glass elements under combined loads: application to IGUs 206
Analisi semplificata della vulnerabilità sismica di un aggregato edilizio in muratura: il complesso denominato Vaticano (Trieste) 205
Seismic Hazard Mitigation of Multi-Storey Buildings Via Vibration Control Systems 205
Buckling of laminated glass elements in out-of-plane bending 202
Mitigation of blast resistant glazing façades supported by prestressed cables by using dissipative devices 201
Identification of mesoscale model parameters for brick-masonry 199
Experimental and numerical investigation of Blockhaus shear walls under in-plane cyclic loads 198
Optimized Design of a Steel-Glass Parabolic Vault using Evolutionary Multi-Objective Algorithms 197
Experimental and numerical characterization of the cyclic behaviour of unreinforced and reinforced masonry spandrels 197
Non-linear modelling of steel-concrete composite moment resisting frames 196
Pushdown tests on masonry infilled frames for assessment of building robustness 196
Buckling of flat laminated glass panels under in-plane compression or shear 194
Advancements in Design, Analysis, and Retrofitting of Structures Exposed to Blast 194
A Linear Formulation for the ULS Design of Glass Elements under Combined Loads - Application to IGUs 194
Effective width evaluation for steel-concrete composite beams 193
Exploratory Finite-Element investigation and assessment of standardized design buckling criteria for two-side linear adhesively supported glass panels under in-plane shear loads 193
A Unified Approach for the Shear Buckling Design of Structural Glass Walls with Non-Ideal Restraints 193
Novel Design Proposal for the Seismic Retrofit of Existing Buildings withHybrid Steel Exoskeletons and Base Sliding Devices 193
Problematiche connesse alla modellazione di telai semi-rigidi in acciaio in zona sismica 192
Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices 192
Standardized buckling curves for the verification of glass columns, beams and panels 192
Modellazione per componenti del comportamento sismico di strutture lignee a telaio leggero 192
Optimal design of nonlinear viscous dampers for frame structures 192
Analisi di un sistema ibrido sismo-resistente costituito da elementi tralicciati in acciaio inglobati nel calcestruzzo 191
Standardized buckling curves for the verification of glass columns, beams and panels 190
Buckling verification of laminated glass elements in compression 190
A macro-model with nonlinear springs for seismic analysis of URM buildings 190
Short- and long-term performance of the “Tecnaria” stud connector for timber-concrete composite beams 189
Buckling verification of insulated glass units in compression 189
Totale 24.406
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Categoria #
all - tutte 103.837
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 103.837
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20269.271 837 397 574 812 846 872 1.482 393 1.054 1.244 409 351
2026/202739 39 0 0 0 0 0 0 0 0 0 0 0
Totale 39.896