IRIS
MASSIMINO, MARIA ROSSELLA
 Distribuzione geografica
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Continente #
EU - Europa 9.931
NA - Nord America 6.016
AS - Asia 3.566
SA - Sud America 641
AF - Africa 281
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 4
Totale 20.445
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Nazione #
NL - Olanda 6.822
US - Stati Uniti d'America 5.800
SG - Singapore 1.628
CN - Cina 1.196
RU - Federazione Russa 1.085
IT - Italia 708
BR - Brasile 551
IE - Irlanda 451
UA - Ucraina 390
KR - Corea 265
VN - Vietnam 182
FR - Francia 179
CA - Canada 176
NG - Nigeria 99
CI - Costa d'Avorio 96
SE - Svezia 61
GB - Regno Unito 56
IN - India 54
PL - Polonia 40
HK - Hong Kong 38
AR - Argentina 35
IQ - Iraq 34
BD - Bangladesh 30
DE - Germania 30
MX - Messico 27
CH - Svizzera 24
TR - Turchia 24
ZA - Sudafrica 19
EC - Ecuador 18
ES - Italia 17
FI - Finlandia 16
BJ - Benin 14
AT - Austria 13
KE - Kenya 13
MA - Marocco 13
PK - Pakistan 13
GR - Grecia 12
ID - Indonesia 12
JP - Giappone 10
UZ - Uzbekistan 10
IR - Iran 9
CO - Colombia 8
EG - Egitto 8
KZ - Kazakistan 8
VE - Venezuela 8
CL - Cile 7
SA - Arabia Saudita 7
AE - Emirati Arabi Uniti 6
LB - Libano 6
BG - Bulgaria 5
DK - Danimarca 5
TN - Tunisia 5
AU - Australia 4
AZ - Azerbaigian 4
PE - Perù 4
RO - Romania 4
SN - Senegal 4
UY - Uruguay 4
BO - Bolivia 3
ET - Etiopia 3
EU - Europa 3
MY - Malesia 3
NI - Nicaragua 3
NP - Nepal 3
OM - Oman 3
PH - Filippine 3
TH - Thailandia 3
TT - Trinidad e Tobago 3
BH - Bahrain 2
DZ - Algeria 2
GE - Georgia 2
HU - Ungheria 2
JM - Giamaica 2
JO - Giordania 2
LT - Lituania 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
SV - El Salvador 2
SY - Repubblica araba siriana 2
TJ - Tagikistan 2
AD - Andorra 1
AL - Albania 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BY - Bielorussia 1
CG - Congo 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
GT - Guatemala 1
GY - Guiana 1
IL - Israele 1
IS - Islanda 1
KH - Cambogia 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
MD - Moldavia 1
MU - Mauritius 1
MZ - Mozambico 1
NO - Norvegia 1
PA - Panama 1
Totale 20.441
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Città #
Eygelshoven 6.764
Dallas 1.133
Santa Clara 942
Singapore 925
Moscow 490
Chandler 453
Dublin 450
San Jose 443
Hefei 383
Jacksonville 354
Ashburn 266
Seoul 264
Civitanova Marche 246
Boardman 188
Chicago 166
Lauterbourg 142
Nanjing 137
Cambridge 126
Lawrence 126
Andover 125
Toronto 117
Los Angeles 109
Beijing 102
Abidjan 96
Catania 85
Ho Chi Minh City 68
Des Moines 67
San Mateo 66
Buffalo 55
Lagos 52
Wilmington 49
New York 46
Council Bluffs 45
São Paulo 45
Hanoi 41
Abuja 39
Shenyang 38
Amsterdam 37
Nanchang 36
Hong Kong 33
Hebei 31
Milan 31
Saint Petersburg 29
Changsha 27
Siracusa 26
Ottawa 24
Jiaxing 22
Orem 21
San Francisco 21
Seattle 21
Rio de Janeiro 19
Warsaw 19
Columbus 18
The Dalles 18
Tianjin 18
Denver 17
Montreal 17
Belo Horizonte 16
Brasília 16
Floridia 16
Palermo 16
Brooklyn 15
Modena 15
Cotonou 14
Stockholm 14
Baghdad 13
Shanghai 13
Atlanta 12
Falls Church 12
Johannesburg 12
Rome 12
Phoenix 11
Villafranca Tirrena 11
Ankara 10
Boston 10
Chennai 10
Guangzhou 10
Tokyo 10
Campinas 9
Haiphong 9
Jinan 9
Mexico City 9
New Delhi 9
Pune 9
San Giovanni la Punta 9
Helsinki 8
Houston 8
Lappeenranta 8
London 8
Manchester 8
Ningbo 8
Port Harcourt 8
Salvador 8
Capriolo 7
Hangzhou 7
Paris 7
Pedara 7
Redondo Beach 7
Dhaka 6
Erbil 6
Totale 16.170
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Nome #
Numerical modelling of centrifuge tests on tunnel-soil systems 493
3-D finite element modeling of a shaking table test for DSSI analysis 491
Analisi dell’interazione terreno-struttura in presenza di strutture sotterranee 488
Earthquake geotechnical engineering aspects of the 2012 Emilia-Romagna earthquake (Italy) 477
Effects of DSSI on Noto Cathedral behaviour: evaluation by means of FEM analyses 473
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 471
Effetti della profondità del piano di posa di una fondazione superficiale sul comportamento in campo sismico di un sistema fondazione-terreno 469
Effetti sismici connessi alla realizzazione della metropolitana di Catania 463
Simulation of shaking table tests to study soil-structure interaction by means of two different costitutive models 455
Embedment effect on seismic performance of soil-structure system 454
Evaluation of shallow foundation settlements by an elasto-plastic kinematic-isotropic hardening numerical model for granular soil 453
Soil-plasticity and uplifting in soil-structure interaction 452
Modellazione numerica 3-D di prove su tavola vibrante per un sistema terreno-fondazione-sovrastruttura 452
Validation of a new soil constitutive model for cyclic loading by FEM analysis 450
Soil-structure interaction for seismic improvement of Noto Cathedral (Italy) 449
Settlement of sand caused by vertical vibrations: experimental versus numerical results 448
SOIL-STRUCTURE INTERACTION FOR SEISMIC IMPROVEMENT OF NOTO CATHEDRAL (ITALY) 444
Finite element modelling of a shaking table test to evaluate the dynamic behaviour of a soil-foundation system 442
Numerical modelling of a shaking table test for soil-foundation-superstructure interaction by means of a soil constitutive model implemented in a FEM code 440
Limit state analysis for the Catania fire-station (Italy) 436
HS-small constitutive model for innovative geomaterials: effectiveness and limits 156
Analysis of the vibrations induced by a TBM to refine soil profile during tunnelling: the Catania case history 149
Dynamic soil-structure interaction by experimental and numerical modeling 144
An innovative seismic SSI zonation for the city of Catania (Italy) 139
A damage model for clays with strain rate effects 133
Caratterizzazione geotecnica e risposta sismica locale dell’area del monastero dei Benedettini a Catania 132
Geotechnical characterization of Mount Etna ash for its reuse preserving human health 128
Analisi, modellazione e miglioramento sismico delle fondazioni di edifici esistenti 125
Effetti dei livelli di conoscenza geotecnica sugli interventi di miglioramento sismico del patrimonio edilizio esistente: un caso reale 124
Numerical modelling of the seismic response of a tunnel-soil-aboveground building system in Catania (Italy). 121
Analisi non-lineare dell’interazione terreno-fondazione-sovrastruttura mediante un nuovo codice FEM 121
Dynamic behaviour of coupled soil-structure systems by means of fem analysis for the seismic risk mitigation of INGV building in Catania (Italy) 121
Fem modelling of the seismic behavior of a tunnel-soil-aboveground building system: a case history in Catania (Italy) 119
Analisi parametrica per lo studio dell'interazione cinematica di un palo immerso in un tereno stratificato, mediante approccio FEM 117
Analisi elastoplastica delle deformazioni di una paratia 116
A GIS for data mining in seismic microzonation studies 116
Behaviour of coupled tunnel-soil-aboveground building systems in seismic conditions evaluated by means of parametric analyses 116
Analisi non-lineare dell’interazione terreno-fondazione-sovrastruttura per la Cattedrale di San Nicolò a Noto 114
Comparison between two approaches for non-linear fem modelling of the seismic behaviour of a coupled soil-structure system 111
Effects of the geotechnical knowledge levels on the definition of the design seismic input for a school in Catania (Italy) 110
Numerical analysis of a full scale earth reinforced wall: static and seismic behaviour 108
A damage plastic model for clays with strain rate effects 107
A comparative study on seismic response analysis of soils using different numerical codes 106
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 103
New stress reduction factor for evaluating soil liquefaction in the coastal area of Catania (Italy) 101
Analisi FEM dinamica di un sistema galleria-terreno-struttura in elevazione. 101
Site seismic response for a strategic building in the city of Messina by two-dimensional finite element analysis 99
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 97
FEM investigation of full-scale tests on DSSI, including gravel-rubber mixtures as geotechnical seismic isolation 97
The role of soil in structure response of a building damaged by the 26 December 2018 earthquake in Italy 96
Parametric analysis of the seismic response of coupled tunnel-soil aboveground building systems by numerical modelling 96
Observed and computed settlements of two shallow foundations on sand 96
Soil nonlinear stiffnesses for SSI involving embedded foundations 96
An Early-Warning System to Validate the Soil Profile during TBM Tunnelling 96
Physical modelling of shaking table tests on dynamic soil-foundation interaction and numerical and analytical simulation 95
Resistenza di interfaccia dei geosintetici in condizioni dinamiche 95
Two-dimensional site seismic response analysis for a strategic building in Catania 95
Effect of soil heterogeneity on seismic tunnel lining forces 93
Experimental study in the shaking table of the input motion characteristics in the dynamic SSI of a SDOF model 93
An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses 91
Numerical analysis of geosynthetic reinforced soil subjected to cyclic loads 90
Large-scale field testing of geotechnical seismic isolation of structures using gravel-rubber mixtures 88
Parametric analyses on the effectiveness of gravel-rubber mixtures as a seismic isolation system for a reinforced-concrete building. 87
Site effects evaluation in Catania (Italy) by means of 1-D numerical analysis 87
Local site amplification maps for the volcanic area of Trecastagni, south-eastern Sicily (Italy) 86
Comparison between numerical and experimental behaviour of granular soil 86
Static and dynamic properties of soils in Catania (Italy) 86
Evaluation of DSSI for the preservation of the Catania University Central Palace 86
Noto Cathedral: soil and foundation investigation 85
The grade-2 microzonation of Sellano 85
Geotechnical and environmental aspects of the use of Mt. Etna volcanic tephras in embankment structures 85
Numerical simulation of centrifuge tests on tunnel by a visco-elasto-plastic constitutive model 85
Large scale soil-foundation-structure model in Greece: dynamic tests vs FEM simulation 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. 84
Dynamic analysis of geosynthetic interfaces by shaking table tests 84
SOIL-PILE KINEMATIC INTERACTION: EFFECT OF A MIDWAY LAYER IN AN HOMOGENEOUS DEPOSIT 84
Cedimenti di una fondazione su pali: monitoraggio ed analisi 84
Gravel-rubber mixtures as geotechnical seismic isolation systems underneath structures: large-scale tests vs FEM modelling. 83
Some experimental evidences on dynamic soil-structure interaction 83
Finite element analysis of DSSI effects for a building of strategic importance in Catania (Italy) 82
The role of the soil heterogeneity in the tunnel seismic behavior. 81
The Role of DSSI on the Seismic Risk Assessment of a Building 81
Soil-foundation-superstructure interaction: effects on the superstructure 81
Soil-foundation-superstructure interaction: effects on the soil 80
Geotechnical Analyses for the Preservation of Historical Churches: A Case-History in Eastern Sicily (Italy) 79
Site response analysis in eastern Sicily based on direct and indirect vs measurements 79
Influence of geotechnical parameters and numerical modelling on local seismic response analysis 78
Site Response Analysis and Liquefaction Hazard Evaluation at the Catania Harbour (Italy) 78
Seismic Risk and Environmentally Friendly Solutions: The Geotechnical Point of View 77
Validation of numerical rocking of shallow foundation by means of shaking table tests 77
Eurocode 8: proposal for new advancements 77
Mechanical behaviour of well-graded gravel-rubber mixtures in static and cyclic fields 76
Comportamento all’interfaccia terreno-fondazione: effetti sulla progettazione sismica delle strutture 76
Non-linear moment rotation relationship at the base of shear walls 75
Modellazione numerica di prove su tavola vibrante per lo studio dei fenomeni di interazione terreno-struttura 75
In situ measurements for evaluating liquefaction potential under cyclic loading 74
Influence of rubberized soil underneath the foundation of a structure investigated by dynamic large-scale tests. 73
The role of shear wave velocity and non-linearity of soil in the seismic response of a coupled tunnel-soil-above ground building system 73
Remedial works on the foundations of masonry buildings in Sellano 73
Effetti delle caratteristiche dell’input sismico su un sistema terreno-fondazione-sovrastruttura 72
Totale 16.913
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Categoria #
all - tutte 50.125
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 50.125
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202166 0 0 0 0 0 0 0 0 0 6 44 16
2021/2022934 110 127 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
2025/202613.073 405 516 1.255 321 1.035 8.074 781 117 293 276 0 0
Totale 20.709