TROPEANO, GIUSEPPE
 Distribuzione geografica
Continente #
EU - Europa 78.281
NA - Nord America 4.063
AS - Asia 2.439
SA - Sud America 269
AF - Africa 51
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 3
Totale 85.119
Nazione #
IT - Italia 76.862
US - Stati Uniti d'America 3.997
SG - Singapore 995
CN - Cina 706
SE - Svezia 351
UA - Ucraina 304
FR - Francia 210
BR - Brasile 189
VN - Vietnam 188
FI - Finlandia 137
HK - Hong Kong 113
DE - Germania 111
GB - Regno Unito 105
IN - India 96
JP - Giappone 55
CA - Canada 43
TR - Turchia 37
IR - Iran 30
NL - Olanda 28
BE - Belgio 27
BD - Bangladesh 25
IQ - Iraq 23
DK - Danimarca 22
CL - Cile 21
TW - Taiwan 20
KR - Corea 19
TH - Thailandia 17
ES - Italia 16
PK - Pakistan 15
RU - Federazione Russa 15
AR - Argentina 13
MX - Messico 13
NP - Nepal 13
PE - Perù 13
ZA - Sudafrica 13
EG - Egitto 12
PH - Filippine 12
HR - Croazia 11
EC - Ecuador 10
PL - Polonia 10
VE - Venezuela 10
GR - Grecia 9
MY - Malesia 9
RO - Romania 9
RS - Serbia 9
CO - Colombia 8
ID - Indonesia 8
SA - Arabia Saudita 8
HU - Ungheria 7
MD - Moldavia 7
AU - Australia 6
AZ - Azerbaigian 6
CH - Svizzera 6
JO - Giordania 6
KE - Kenya 6
MA - Marocco 6
AE - Emirati Arabi Uniti 5
DZ - Algeria 5
NZ - Nuova Zelanda 5
OM - Oman 5
AT - Austria 4
CZ - Repubblica Ceca 4
IE - Irlanda 4
TN - Tunisia 4
UZ - Uzbekistan 4
KZ - Kazakistan 3
LB - Libano 3
LK - Sri Lanka 3
DO - Repubblica Dominicana 2
EU - Europa 2
GE - Georgia 2
IL - Israele 2
JM - Giamaica 2
KG - Kirghizistan 2
KH - Cambogia 2
LT - Lituania 2
LU - Lussemburgo 2
MM - Myanmar 2
NI - Nicaragua 2
PT - Portogallo 2
PY - Paraguay 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
AL - Albania 1
BF - Burkina Faso 1
BG - Bulgaria 1
BO - Bolivia 1
BW - Botswana 1
BY - Bielorussia 1
CR - Costa Rica 1
ET - Etiopia 1
FJ - Figi 1
IS - Islanda 1
KI - Kiribati 1
KW - Kuwait 1
MN - Mongolia 1
MO - Macao, regione amministrativa speciale della Cina 1
NO - Norvegia 1
PA - Panama 1
PS - Palestinian Territory 1
Totale 85.113
Città #
Cagliari 74.261
Uta 1.739
Singapore 555
Ashburn 374
Chandler 324
San Jose 241
Fairfield 240
Woodbridge 202
Dallas 201
Boardman 179
Nyköping 178
Houston 147
Beijing 145
Ann Arbor 143
Jacksonville 132
Wilmington 127
Rome 115
Seattle 108
Helsinki 90
Los Angeles 89
Santa Clara 86
Cambridge 82
Hong Kong 81
Council Bluffs 79
Florence 68
Dong Ket 64
The Dalles 60
Boston 59
Milan 58
Dearborn 56
Lauterbourg 56
Nanjing 53
Redwood City 49
Shanghai 48
Sassari 40
Buffalo 36
Hanoi 35
Ho Chi Minh City 30
Tokyo 27
Washington 27
Brussels 26
New York 24
Orem 24
Napoli 22
Toronto 22
Bultei 20
Redondo Beach 19
Torino 18
Changsha 17
Guangzhou 17
Hangzhou 17
London 17
Naples 17
Tianjin 17
Catanzaro 16
Renton 16
Santiago 16
Shenyang 16
Chennai 15
Mountain View 15
San Diego 15
Nanchang 14
Brooklyn 13
Elk Grove Village 13
Hefei 13
Basingstoke 12
Hebei 12
São Paulo 12
Amsterdam 11
Atlanta 11
Bangkok 11
Chicago 11
Dotechō 11
Frankfurt am Main 11
Istanbul 11
Munich 11
Zagreb 11
Capoterra 10
Falls Church 10
Mumbai 10
Denver 9
Orange 9
Ankara 8
Bari 8
Jiaxing 8
Lima 8
Rende 8
Wuhan 8
Baghdad 7
Borås 7
Columbus 7
Da Nang 7
Hải Dương 7
Indiana 7
San Francisco 7
Stockholm 7
Baku 6
Chengdu 6
Erbil 6
Győr 6
Totale 81.434
Nome #
International Benchmark on Numerical Simulations for 1D, Nonlinear Site Response (PRENOLIN): Verification Phase Based on Canonical Cases 8.540
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms. 6.514
Parametri di intensità sismica per la stima degli spostamenti permanenti di pendii omogenei 5.014
PRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis—Validation Phase Exercise 4.736
Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles 2.935
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions 1.962
Un modello semplificato per la previsione dell'incremento di pressione interstiziale indotto da carichi ciclici 1.749
Analisi numerica dell’efficacia dei muri sacrificali per la riduzione degli spostamenti indotti da scavi profondi 1.622
An innovative computer code for 1D seismic response analysis including shear strength of soils 1.569
Dynamic analyses of propped retaining structures 1.529
The role of ground motion characters on the dynamic performance of propped retaining structures. 1.524
Seismic Response of Viaducts Accounting for Soil-Structure Interaction 1.475
Numerical analyses of cross and buttress walls effectiveness 1.465
Seismic behaviour of propped retaining structures 1.416
1D Seismic Response Analysis of Soil-building Systems Including Failure Shear Mechanisms 1.372
Analisi Dinamiche di Paratie Plurivincolate 1.370
Re-evaluation of code-specified stratigraphic amplification factors based on Italian experimental records and numerical seismic response analyses 1.350
Lo scavo della stazione MarmorKirken della metropolitana di Copenhagen 1.282
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles 1.270
Earthquake Geotechnical Engineering Aspects: the 2012 Emilia-Romagna Earthquake (Italy). 1.242
An uncoupled procedure for performance assessment of slopes in seismic conditions 1.143
Analisi dinamiche in tensioni efficaci con il codice "SCOSSA" 1.095
Reconnaissance of 2016 central Italy earthquake sequence 1.082
Development of a simplified model for pore water pressure build-up induced by cyclic loading 1.081
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification. 1.051
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake 1.030
EVALUATION OF SEISMIC DEMAND FOR EARTHQUAKE-TRIGGERED LANDSLIDES 1.006
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils 994
Strong ground motion characteristics from 2016 central Italy earthquake sequence 983
Non-synchronous earthquake motion in bridges design 979
Seismic Response of Bridges Accounting for Soil-Structure Interaction effects and the Non-Synchronous Ground Motion due to 1D and 2D site analysis. 957
Il ruolo degli effetti di sito sulla risposta strutturale degli edifici nella conca aquilana 935
Spatial distribution of landslides triggered by the 2016 central italy seismic sequence 932
Effects of progressive strength degradation on seismic-induced displacements of rock slopes 928
The seismic performance of a earth dam by different displacementbased methods 908
Some remarks on the seismic design of multipropped retaining walls 876
Simultaneous effect of spatial variability of ground motion due to site conditions and SSI on the seismic response of multi-span viaducts 871
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 846
Numerical analysis of a deep excavation in front of MarmorKirken, Copenhagen 827
Application of a simplified model for the prediction of pore pressure build-up in sandy soils subjected to seismic loading 826
Prediction of non-linear soil behaviour in saturated sand: A loosely coupled approach for 1d effective stress analysis 775
Valutazione degli spostamenti permanenti sismoindotti mediante un approccio accoppiato non lineare 764
Non-linear coupled approach for the evaluation of seismic slope displacements 756
Site response analysis in effective stress of a coastal area in the north-western Adriatic region (Italy) 739
Strong ground motion characteristics of 2016 central italy earthquakes and implications for ground motion modeling 725
Ground motion characteristics of the 2016 central Italy earthquake sequence 719
Influenza della risposta sismica locale sul non sincronismo del moto in superficie: validazione empirica delle indicazioni normative 709
Valutazione empirica dell'influenza della risposta sismica locale sul non sincronismo del moto in superficie 697
Evaluation of the seismic behavior of multi-propped shallow underground structures embedded in granular soils: A comparison between coupled and decoupled approaches 693
Seismic Performance of Rock Slopes and Wedges Accounting for Progressive Strength Reduction of Joints 686
Valutazione della stabilità sismica di pendii naturali mediante un approccio semplificato agli spostamenti 679
On the Influence of Shallow Underground Structures in the Evaluation of the Seismic Signals 664
Simplified relationships for estimating seismic slope stability 657
Seismic displacement analysis of homogeneous slopes: a review of existing simplified methods with reference to Italian seismicity. 648
Evaluation of seismic displacements of a natural slope by simplified methods and dynamic analyses 632
2D equivalent linear analysis for the seismic vulnerability evaluation of multi-propped retaining structures 630
Preliminary assesment of site stratigraphic amplification for shakemap processing 628
Prediction of seismic slope displacements by dynamic stick-slip analyses 618
Valutazione degli spostamenti di pendii omogenei sotto azione sismica attraverso analisi pseudo-statiche e dinamiche con complessità crescente 568
On the Influence of Shallow Underground Structures in the Evaluation of the Seismic Signals 564
Analisi sismica di pendii omogenei: revisione di un metodo semplificato esistente con riferimento alla sismicità italiana 557
Stima semplificata degli effetti di sito per l’elaborazione di shakemap 532
Previsioni di spostamenti sismici di pendii omogenei con diverse procedure semplificate 461
Seismic Performance of Multi-propped Retaining Structures 273
EFFECTS OF NON-LINEAR SOIL BEHAVIOUR ON THE SEISMIC RESPONSE OF MULTI-STOREY SHALLOW UNDERGROUND STRUCTURES 270
Evaluating the effects of a deep excavation on monumental buildings: MarmorKirken station in Copenhagen 166
An updated simplified pore water pressure model for loosely coupled effective stress analyses 145
Landslides Triggered by Recent Earthquakes in Italy 81
Variability of the seismic response of a liquefiable soil with the fines content as estimated via dilatometer tests 76
Numerical quantification of the dependency of the seismic site response on the DMT-based cyclic strength of sands 49
Progetto Ri-SCOSSA 2.0: valutazione della instabilità sismica di sito 42
A One-Dimensional Model Used for the Analysis of Seismic Site Response and Soil Instabilities: A Review of SCOSSA 1.0 Computer Code 22
Totale 85.511
Categoria #
all - tutte 108.168
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 108.168


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.284 0 0 0 0 0 0 0 0 0 345 363 576
2021/20224.579 520 283 318 391 279 226 189 373 359 547 624 470
2022/20238.258 1.087 1.527 1.071 551 714 428 401 507 632 368 605 367
2023/20248.423 423 288 316 426 878 1.362 1.579 810 288 453 837 763
2024/202537.488 26.321 3.653 1.864 1.736 988 927 1.338 75 212 103 141 130
2025/20264.469 186 139 554 406 760 581 1.049 209 282 303 0 0
Totale 85.511