IRIS
MASSIMINO, MARIA ROSSELLA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
EU - Europa 10.063
NA - Nord America 6.404
AS - Asia 3.634
SA - Sud America 659
AF - Africa 282
Continente sconosciuto - Info sul continente non disponibili 269
OC - Oceania 6
Totale 21.317
Salva come PNG Salva come JPEG
Nazione #
NL - Olanda 6.823
US - Stati Uniti d'America 6.154
SG - Singapore 1.643
CN - Cina 1.210
RU - Federazione Russa 1.085
IT - Italia 812
BR - Brasile 556
IE - Irlanda 451
UA - Ucraina 390
KR - Corea 265
CA - Canada 187
FR - Francia 186
VN - Vietnam 183
NG - Nigeria 99
CI - Costa d'Avorio 96
SE - Svezia 61
GB - Regno Unito 59
IN - India 54
BD - Bangladesh 52
HK - Hong Kong 45
PL - Polonia 44
AR - Argentina 38
IQ - Iraq 34
MX - Messico 31
DE - Germania 30
TR - Turchia 25
CH - Svizzera 24
ZA - Sudafrica 19
EC - Ecuador 18
AT - Austria 17
ES - Italia 17
FI - Finlandia 16
BJ - Benin 14
IR - Iran 14
PK - Pakistan 14
GR - Grecia 13
KE - Kenya 13
MA - Marocco 13
CO - Colombia 12
ID - Indonesia 12
VE - Venezuela 11
JP - Giappone 10
UZ - Uzbekistan 10
EG - Egitto 8
KZ - Kazakistan 8
CL - Cile 7
NI - Nicaragua 7
SA - Arabia Saudita 7
AE - Emirati Arabi Uniti 6
BG - Bulgaria 6
JM - Giamaica 6
LB - Libano 6
PE - Perù 6
DK - Danimarca 5
TN - Tunisia 5
AL - Albania 4
AU - Australia 4
AZ - Azerbaigian 4
NP - Nepal 4
RO - Romania 4
SN - Senegal 4
SV - El Salvador 4
TH - Thailandia 4
UY - Uruguay 4
BO - Bolivia 3
CR - Costa Rica 3
ET - Etiopia 3
EU - Europa 3
HU - Ungheria 3
MY - Malesia 3
OM - Oman 3
PH - Filippine 3
PY - Paraguay 3
TT - Trinidad e Tobago 3
BH - Bahrain 2
CG - Congo 2
DZ - Algeria 2
GE - Georgia 2
GT - Guatemala 2
HN - Honduras 2
JO - Giordania 2
LT - Lituania 2
MD - Moldavia 2
NZ - Nuova Zelanda 2
SY - Repubblica araba siriana 2
TJ - Tagikistan 2
AD - Andorra 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BY - Bielorussia 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
GY - Guiana 1
HR - Croazia 1
HT - Haiti 1
IL - Israele 1
IS - Islanda 1
KH - Cambogia 1
KW - Kuwait 1
Totale 21.041
Salva come PNG Salva come JPEG
Città #
Eygelshoven 6.764
Dallas 1.138
Santa Clara 956
Singapore 930
San Jose 539
Moscow 490
Chandler 453
Dublin 450
Hefei 383
Jacksonville 354
Ashburn 288
Seoul 264
Civitanova Marche 246
Boardman 188
Chicago 169
Lauterbourg 142
Nanjing 137
Council Bluffs 129
Cambridge 126
Lawrence 126
Andover 125
Toronto 118
Los Angeles 117
Beijing 110
Abidjan 96
Catania 92
Ho Chi Minh City 69
Des Moines 67
San Mateo 66
New York 59
Buffalo 55
Lagos 52
Wilmington 49
São Paulo 46
Hanoi 41
Hong Kong 40
Abuja 39
Shenyang 38
Amsterdam 37
Nanchang 36
Milan 34
Hebei 31
Saint Petersburg 29
Changsha 28
Siracusa 26
Palermo 25
Orem 24
Ottawa 24
San Francisco 23
Jiaxing 22
Rome 21
Seattle 21
Rio de Janeiro 19
The Dalles 19
Warsaw 19
Brooklyn 18
Columbus 18
Montreal 18
Tianjin 18
Denver 17
Belo Horizonte 16
Brasília 16
Floridia 16
Naples 16
Phoenix 16
Modena 15
Cotonou 14
Stockholm 14
Atlanta 13
Baghdad 13
Shanghai 13
Falls Church 12
Johannesburg 12
Mexico City 12
Boston 11
Villafranca Tirrena 11
Ankara 10
Chennai 10
Guangzhou 10
Houston 10
Manchester 10
San Giovanni la Punta 10
Tokyo 10
Campinas 9
Haiphong 9
Jinan 9
New Delhi 9
Pune 9
Helsinki 8
Lappeenranta 8
London 8
Ningbo 8
Port Harcourt 8
Salvador 8
Brescia 7
Capriolo 7
Hangzhou 7
Mascalucia 7
Miami 7
Paris 7
Totale 16.503
Salva come PNG Salva come JPEG
Nome #
Numerical modelling of centrifuge tests on tunnel-soil systems 501
3-D finite element modeling of a shaking table test for DSSI analysis 494
Analisi dell’interazione terreno-struttura in presenza di strutture sotterranee 489
Earthquake geotechnical engineering aspects of the 2012 Emilia-Romagna earthquake (Italy) 485
Linee di indirizzo per interventi su edifici industriali monopiano colpiti dal terremoto della pianura padana emiliana del maggio 2012 non progettati con criteri antisismici: aspetti geotecnici 480
Effects of DSSI on Noto Cathedral behaviour: evaluation by means of FEM analyses 475
Effetti della profondità del piano di posa di una fondazione superficiale sul comportamento in campo sismico di un sistema fondazione-terreno 470
Effetti sismici connessi alla realizzazione della metropolitana di Catania 467
Simulation of shaking table tests to study soil-structure interaction by means of two different costitutive models 462
Modellazione numerica 3-D di prove su tavola vibrante per un sistema terreno-fondazione-sovrastruttura 457
Evaluation of shallow foundation settlements by an elasto-plastic kinematic-isotropic hardening numerical model for granular soil 457
Embedment effect on seismic performance of soil-structure system 456
Soil-structure interaction for seismic improvement of Noto Cathedral (Italy) 455
Soil-plasticity and uplifting in soil-structure interaction 453
Validation of a new soil constitutive model for cyclic loading by FEM analysis 452
Settlement of sand caused by vertical vibrations: experimental versus numerical results 450
Numerical modelling of a shaking table test for soil-foundation-superstructure interaction by means of a soil constitutive model implemented in a FEM code 448
SOIL-STRUCTURE INTERACTION FOR SEISMIC IMPROVEMENT OF NOTO CATHEDRAL (ITALY) 447
Finite element modelling of a shaking table test to evaluate the dynamic behaviour of a soil-foundation system 446
Limit state analysis for the Catania fire-station (Italy) 437
HS-small constitutive model for innovative geomaterials: effectiveness and limits 165
Analysis of the vibrations induced by a TBM to refine soil profile during tunnelling: the Catania case history 152
Dynamic soil-structure interaction by experimental and numerical modeling 151
An innovative seismic SSI zonation for the city of Catania (Italy) 148
Caratterizzazione geotecnica e risposta sismica locale dell’area del monastero dei Benedettini a Catania 139
A damage model for clays with strain rate effects 136
Geotechnical characterization of Mount Etna ash for its reuse preserving human health 131
Analisi, modellazione e miglioramento sismico delle fondazioni di edifici esistenti 129
Numerical modelling of the seismic response of a tunnel-soil-aboveground building system in Catania (Italy). 127
Effetti dei livelli di conoscenza geotecnica sugli interventi di miglioramento sismico del patrimonio edilizio esistente: un caso reale 126
Dynamic behaviour of coupled soil-structure systems by means of fem analysis for the seismic risk mitigation of INGV building in Catania (Italy) 123
Analisi non-lineare dell’interazione terreno-fondazione-sovrastruttura mediante un nuovo codice FEM 122
Fem modelling of the seismic behavior of a tunnel-soil-aboveground building system: a case history in Catania (Italy) 121
Analisi parametrica per lo studio dell'interazione cinematica di un palo immerso in un tereno stratificato, mediante approccio FEM 120
Behaviour of coupled tunnel-soil-aboveground building systems in seismic conditions evaluated by means of parametric analyses 120
Analisi elastoplastica delle deformazioni di una paratia 119
A GIS for data mining in seismic microzonation studies 117
Analisi non-lineare dell’interazione terreno-fondazione-sovrastruttura per la Cattedrale di San Nicolò a Noto 115
Numerical analysis of a full scale earth reinforced wall: static and seismic behaviour 112
Comparison between two approaches for non-linear fem modelling of the seismic behaviour of a coupled soil-structure system 112
A comparative study on seismic response analysis of soils using different numerical codes 111
Effects of the geotechnical knowledge levels on the definition of the design seismic input for a school in Catania (Italy) 110
A damage plastic model for clays with strain rate effects 108
2D Seismic response analyses from 3rd Level Seismic Microzonation in the Southern Italy: Approaches and applications Analyses de réponse sismique 2D à partir de la microzonation sismique de 3e niveau dans le sud de l'Italie: Approches et applications 105
New stress reduction factor for evaluating soil liquefaction in the coastal area of Catania (Italy) 105
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 104
Site seismic response for a strategic building in the city of Messina by two-dimensional finite element analysis 103
Analisi FEM dinamica di un sistema galleria-terreno-struttura in elevazione. 103
Parametric analysis of the seismic response of coupled tunnel-soil aboveground building systems by numerical modelling 102
An Early-Warning System to Validate the Soil Profile during TBM Tunnelling 99
FEM investigation of full-scale tests on DSSI, including gravel-rubber mixtures as geotechnical seismic isolation 98
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy 98
Resistenza di interfaccia dei geosintetici in condizioni dinamiche 98
Soil nonlinear stiffnesses for SSI involving embedded foundations 98
Experimental study in the shaking table of the input motion characteristics in the dynamic SSI of a SDOF model 97
Physical modelling of shaking table tests on dynamic soil-foundation interaction and numerical and analytical simulation 96
Observed and computed settlements of two shallow foundations on sand 96
Two-dimensional site seismic response analysis for a strategic building in Catania 96
Numerical analyses for the assessment of the isolation effects by a gravel-rubber mixture layer at the base of a building 95
Effect of soil heterogeneity on seismic tunnel lining forces 94
An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses 93
Local site amplification maps for the volcanic area of Trecastagni, south-eastern Sicily (Italy) 92
Geotechnical Analyses for the Preservation of Historical Churches: A Case-History in Eastern Sicily (Italy) 92
Parametric analyses on the effectiveness of gravel-rubber mixtures as a seismic isolation system for a reinforced-concrete building. 91
Numerical analysis of geosynthetic reinforced soil subjected to cyclic loads 91
Static and dynamic properties of soils in Catania (Italy) 91
Evaluation of DSSI for the preservation of the Catania University Central Palace 91
Large-scale field testing of geotechnical seismic isolation of structures using gravel-rubber mixtures 90
Noto Cathedral: soil and foundation investigation 89
Some experimental evidences on dynamic soil-structure interaction 89
Large scale soil-foundation-structure model in Greece: dynamic tests vs FEM simulation 89
Site effects evaluation in Catania (Italy) by means of 1-D numerical analysis 89
SOIL-PILE KINEMATIC INTERACTION: EFFECT OF A MIDWAY LAYER IN AN HOMOGENEOUS DEPOSIT 88
Geotechnical and environmental aspects of the use of Mt. Etna volcanic tephras in embankment structures 88
Cedimenti di una fondazione su pali: monitoraggio ed analisi 87
Numerical simulation of centrifuge tests on tunnel by a visco-elasto-plastic constitutive model 87
Comparison between numerical and experimental behaviour of granular soil 87
The role of the soil heterogeneity in the tunnel seismic behavior. 85
Nuove mappe di microzonazione del territorio urbano per la mitigazione del rischio sismico alla luce dei fenomeni di interazione terreno-struttura: il caso di Catania. 85
The grade-2 microzonation of Sellano 85
Dynamic analysis of geosynthetic interfaces by shaking table tests 85
Finite element analysis of DSSI effects for a building of strategic importance in Catania (Italy) 84
Gravel-rubber mixtures as geotechnical seismic isolation systems underneath structures: large-scale tests vs FEM modelling. 83
The Role of DSSI on the Seismic Risk Assessment of a Building 83
Influenza dell’interazione cinematica sul momento totale per un palo immerso in un terreno con una discontinuità stratigrafica 83
Soil-foundation-superstructure interaction: effects on the soil 83
Mechanical behaviour of well-graded gravel-rubber mixtures in static and cyclic fields 82
Soil-foundation-superstructure interaction: effects on the superstructure 82
Seismic Risk and Environmentally Friendly Solutions: The Geotechnical Point of View 81
Influence of geotechnical parameters and numerical modelling on local seismic response analysis 81
Site Response Analysis and Liquefaction Hazard Evaluation at the Catania Harbour (Italy) 81
Comportamento all’interfaccia terreno-fondazione: effetti sulla progettazione sismica delle strutture 80
Site response analysis in eastern Sicily based on direct and indirect vs measurements 80
Validation of numerical rocking of shallow foundation by means of shaking table tests 78
Non-linear moment rotation relationship at the base of shear walls 77
Eurocode 8: proposal for new advancements 77
Modellazione numerica di prove su tavola vibrante per lo studio dei fenomeni di interazione terreno-struttura 76
Innovative seismic microzonation maps of urban areas for the management of building heritage: A Catania case study 76
In situ measurements for evaluating liquefaction potential under cyclic loading 75
Soil-pile kinematic interaction in an homogeneous deposit within a midway layer is located 75
Totale 17.263
Salva come PNG Salva come JPEG
Categoria #
all - tutte 55.989
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 55.989
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022824 0 127 4 6 154 34 128 43 83 3 22 220
2022/20231.367 145 69 25 124 93 251 14 194 367 18 46 21
2023/2024541 31 87 17 28 17 41 23 30 40 45 95 87
2024/20253.277 5 352 135 283 715 472 105 111 232 302 251 314
2025/202613.430 405 516 1.255 321 1.035 8.074 781 117 293 363 179 91
2026/2027251 91 160 0 0 0 0 0 0 0 0 0 0
Totale 21.317