DALL'ASTA, Andrea
 Distribuzione geografica
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Continente #
NA - Nord America 22.365
EU - Europa 11.462
AS - Asia 8.895
SA - Sud America 1.218
AF - Africa 115
Continente sconosciuto - Info sul continente non disponibili 46
OC - Oceania 40
Totale 44.141
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Nazione #
US - Stati Uniti d'America 21.452
CN - Cina 3.820
IT - Italia 3.101
RU - Federazione Russa 2.879
SG - Singapore 2.657
BR - Brasile 1.032
PL - Polonia 1.018
HK - Hong Kong 922
UA - Ucraina 866
CA - Canada 811
SE - Svezia 761
DE - Germania 735
GB - Regno Unito 716
FI - Finlandia 420
TR - Turchia 373
KR - Corea 349
FR - Francia 336
VN - Vietnam 206
IE - Irlanda 188
NL - Olanda 127
IN - India 123
IR - Iran 78
MX - Messico 72
AR - Argentina 69
BD - Bangladesh 53
JP - Giappone 49
ZA - Sudafrica 46
BE - Belgio 44
EU - Europa 44
ES - Italia 42
AT - Austria 34
EC - Ecuador 32
LT - Lituania 30
IQ - Iraq 29
CZ - Repubblica Ceca 26
RO - Romania 25
PK - Pakistan 24
TW - Taiwan 24
AE - Emirati Arabi Uniti 23
GR - Grecia 23
AU - Australia 21
CO - Colombia 20
ID - Indonesia 19
PE - Perù 19
PH - Filippine 19
UZ - Uzbekistan 19
CH - Svizzera 17
NZ - Nuova Zelanda 17
CL - Cile 13
MY - Malesia 13
PY - Paraguay 13
VE - Venezuela 13
DZ - Algeria 12
NG - Nigeria 12
NP - Nepal 12
SA - Arabia Saudita 12
MA - Marocco 11
PT - Portogallo 11
EG - Egitto 10
IL - Israele 10
AZ - Azerbaigian 8
SK - Slovacchia (Repubblica Slovacca) 8
BG - Bulgaria 7
JO - Giordania 7
AM - Armenia 6
DK - Danimarca 6
KE - Kenya 6
KH - Cambogia 6
NO - Norvegia 6
PS - Palestinian Territory 6
AL - Albania 5
DO - Repubblica Dominicana 5
HR - Croazia 5
HU - Ungheria 5
JM - Giamaica 5
LU - Lussemburgo 5
OM - Oman 5
RS - Serbia 5
TN - Tunisia 5
KZ - Kazakistan 4
PA - Panama 4
CY - Cipro 3
GY - Guiana 3
HN - Honduras 3
LB - Libano 3
SN - Senegal 3
TT - Trinidad e Tobago 3
TZ - Tanzania 3
BB - Barbados 2
BH - Bahrain 2
BO - Bolivia 2
BZ - Belize 2
CI - Costa d'Avorio 2
CR - Costa Rica 2
EE - Estonia 2
GE - Georgia 2
IS - Islanda 2
KG - Kirghizistan 2
LK - Sri Lanka 2
MD - Moldavia 2
Totale 44.116
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Città #
Jacksonville 2.180
Ashburn 1.968
Woodbridge 1.664
Fairfield 1.527
Chandler 1.327
Houston 1.198
Singapore 1.023
Boardman 987
Wilmington 914
Hong Kong 907
Warsaw 900
Ann Arbor 709
Seattle 668
Nanjing 570
Toronto 551
Cambridge 549
Beijing 545
Los Angeles 418
The Dalles 346
San Mateo 341
Seoul 330
Tongling 326
Princeton 298
Lawrence 297
Columbus 291
Dallas 286
Istanbul 267
Ogden 243
Buffalo 217
Nanchang 211
Chicago 204
Milan 202
New York 195
Dublin 181
Dearborn 165
Helsinki 162
Rome 162
Lachine 160
Moscow 156
Camerino 155
Shanghai 155
London 125
Kunming 124
Washington 123
Munich 108
Tianjin 106
Guangzhou 100
Shenyang 99
Centro 97
São Paulo 97
Kraków 89
Jiaxing 83
Hebei 81
Hangzhou 73
Changsha 69
Council Bluffs 69
San Diego 69
Falls Church 68
Salt Lake City 67
Dong Ket 61
Ho Chi Minh City 59
Pescara 59
Redondo Beach 59
Orange 57
Wuhan 57
Atlanta 56
Philadelphia 51
Redwood City 48
Tokyo 48
Marche 46
Montreal 46
Santa Clara 46
Stockholm 45
Brooklyn 44
Tavullia 42
Ancona 41
Napoli 41
Denver 40
Orem 40
Jinan 38
Zhengzhou 38
Belo Horizonte 37
Norwalk 35
Tampa 35
Poplar 34
San Francisco 34
Naples 33
Turku 33
Boston 32
Chennai 32
Ardabil 31
Johannesburg 31
Serra 31
Verona 31
Elk Grove Village 30
Hanoi 30
Pisa 30
Augusta 29
Brussels 29
Indiana 29
Totale 27.270
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 541
Assessment of seismic vulnerability of historical defensive walls 438
Protezione sismica di edifici esistenti in c.a. con controventi dissipativi in acciaio 360
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams 320
Seismic Response Analysis of Continuous Multispan Bridges with Partial Isolation 301
Analysis and comparison of two different configurations of external dissipative systems 288
Analysis of seismic non-structural damage in single-storey industrial steel buildings 282
Steel-based applications in earthquake-prone areas 276
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI UNA SCAFFALATURA METALLICA INTERNA AL POLO LOGISTICO WURTH SITO NEL COMUNE DI CAPENA (ROMA) 268
Risk assessment and prevention priorities in cultural heritage preservation 250
An integrated Survey Experience for Assessing the Seismic Vulnerability of Senigallia’s Fortress (Italy): Documentation for Conservation and FEM Modeling 248
Studi sulla rocca di Senigallia: metodi di valutazione del rischio sismico 244
Reliability-based optimal design of nonlinear viscous dampers for the seismic protection of structural systems 240
Probabilistic analysis for design assessment of continuous steel-concrete composite girders 237
Effect of the damper property variability on the seismic reliability of linear systems equipped with viscous dampers 227
Life-saving Furniture System. Il sistema di arredi salva-vita in caso di sisma. 220
Integrated approach for seismic vulnerability analysis of historic massive defensive structures 217
A variational formulation of the perturbed motion problem for a viscoelastic body 214
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 214
Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames 213
A geometric nonlinear model for composite beams with partial interaction 212
Asymptotic behaviour of imperfect viscoelastic beams 212
An innovative seismic-resistant steel frame with reinforced concrete infill walls 212
Seismic analysis of innovative hybrid steel concrete coupled walls 210
Seismic performance of innovative steel and concrete hybrid coupled shear walls 208
A design method for seismically isolated bridges with abutment restraint 202
Efficient Approach for the Reliability-Based Design of Linear Damping Devices for Seismic Protection of Buildings 202
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls 200
A stability condition for an extensive class of viscoelastic motions 199
Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system 199
Flexible connection influence on the ultimate capacity of externally prestressed composite beams 198
MODAL PROPERTIES AND SEISMIC RESPONSE OF EXISTING BUILDING RETROFITTED BY EXTERNAL BRACINGS WITH VISCOUS DAMPERS 197
Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames 196
Seismic assessment of stratified defensive walls with rubble stone infill 195
Transverse seismic response of continuous steel-concrete composite bridges exhibiting dual load path 192
A mixed variational principle in quasi-static aging viscoelasticity 192
Thin walled beams with internal unbonded cables: balance conditions and stability 192
Probabilistic seismic response assessment of linear systems equipped with nonlinear viscous dampers 191
Dynamic systems with high damping rubber: nonlinear behaviour and linear approximation. 190
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 189
Design and experimental analysis of an externally prestressed steel and concrete footbridge equipped with vibration mitigation devices 189
Sistemi di dissipazione basati su gomme ad alto smorzamento: descrizione mediante modelli lineari equivalenti 188
Probabilistic seismic demand modeling of local level response parameters of an RC frame 188
Analytical model for geometric and material nonlinear analysis of externally prestressed beams 187
Controlled deformability partition wall with vibration-induced energy dissipation 187
Vibrations of beams prestressed by internal frictionless cables 186
Steel-concrete composite beams prestressed by external tendons: effects of material and geometric nonlinearities 186
Innovative hybrid and composite steel-concrete structural solutions for building in seismic area 185
Elastoplastic model for steel buckling-restrained braces 183
Ductile design of innovative steel and concrete hybrid coupled walls 182
Analysis of an innovative solution for steel frames with reinforced concrete infill walls 182
Progetto di riconversione dell'area Carbon ad Ascoli Piceno. 180
Numerical analysis of thin walled beams with internal unbonded cables by the Ritz method 178
Stress softening behaviour of HDNR bearings: modelling and influence on the seismic response of isolated structures 178
Collapse modalities of composite girders prestressed by external tendons 177
Stochastic Seismic Analysis and Comparison of Alternative External Dissipative Systems 175
Analytical expressions for preliminary design of dissipative bracing systems in steel frames 174
Sensitivity-based study of the influence of brace over-strength distributions on the seismic response of steel frames with BRBs 174
Non-linear analysis of beams prestressed by unbonded cables 174
Non-linear analysis of continuous composite beams by a mixed approach 173
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 173
On the coupling between three-dimensional bodies and slipping cables 172
Prefabricated steel structures for low-rise buildings in seismic areas (Precasteel) 172
Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection 172
Assessment of optimal design methods of viscous dampers 171
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 171
Nonlinear behavior of externally prestressed composite beams: analytical model 170
Perturbed motion of viscoelastic columns: a variational approach 170
Nonlinear Seismic Analysis of Innovative Hybrid-Coupled Shear Walls 170
A mixed finite element formulation for the analysis of steel concrete composite bridges 169
Gradient-based study on seismic performance reduction of steel braced frames due to irregular brace over-strength distributions 168
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results 168
Dynamics of elastic bodies prestressed by internal slipping cables 168
Reliability of systems equipped with viscous dampers with variable properties 167
Empirical predictive model for seismic damage of historical churches 167
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 166
A Resilience and Robustness Oriented Design of Base-Isolated Structures: The New Camerino University Research Center 166
Finite element model for externally prestressed composite beams with deformable connection. 166
Finite element formulation for geometric and material nonlinear analysis of beams prestressed with external slipping tendons 165
Probabilistic seismic demand analysis of buildings equipped with nonlinear Viscous dampers 165
Steel-concrete composite beams prestressed by external cables: effects at collapse of material and geometric nonlinearities 165
Non-linear analysis of composite beams by a displacement approach 164
A design method for steel frames equipped with buckling restrained braces 164
Differential equations for the stability problem of viscoelastic cylindrical shells 164
Identificazione dinamica e modellazione numerica del ponte pedonale sul fiume Esino 164
Seismic response assessment of base-isolated bridges accounting for the stress-softening behaviour of high damping natural rubber bearings 164
Simplified method for the analysis of externally prestressed steel-concrete composite beams 164
Non-linear analysis of composite beams by a displacement approach 163
Dissipative braces based on high damping rubber: analysis and design 162
Seismic response and vulnerability of steel-concrete composite bridges accounting for model parameter uncertainties 161
Analysis of shear connection design methods in continuous steel-concrete composite beams 161
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 161
Development of an OpenSees model for collapse risk assessment of Italian code-conforming steel single-storey buildings 160
Seismic risk sensitivity of structures equipped with anti-seismic devices with uncertain properties 160
Slip locking in finite elements for composite beams with deformable shear connection. 159
Design of r.c. sections with generic shape under biaxial bending 159
An analytical technique for the seismic response assessment of slender bridge piers 158
Dynamic response of composite frames with rubber-based dissipating devices: experimental tests 157
Simplified method for failure analysis of concrete beams prestressed with external tendons 157
Definizione Linee Guida e redazione del Piano di Ricostruzione del centro storico di Tempera, Comune di L'Aquila 156
Totale 19.811
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Categoria #
all - tutte 191.699
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 191.699
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20213.108 0 0 0 0 0 288 696 121 441 127 926 509
2021/20222.827 139 750 61 84 216 195 79 187 276 253 256 331
2022/20233.773 362 81 133 525 459 569 38 253 695 211 327 120
2023/20243.623 484 150 269 131 212 491 159 192 371 130 138 896
2024/202510.466 355 296 990 574 386 580 843 2.377 837 717 585 1.926
2025/20266.349 935 865 999 1.808 1.518 224 0 0 0 0 0 0
Totale 45.050