MORICI, Michele
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.381
EU - Europa 2.058
AS - Asia 903
AF - Africa 20
Continente sconosciuto - Info sul continente non disponibili 12
SA - Sud America 8
Totale 6.382
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.245
IT - Italia 741
CN - Cina 571
PL - Polonia 553
UA - Ucraina 165
DE - Germania 147
SE - Svezia 145
SG - Singapore 142
CA - Canada 126
TR - Turchia 93
FI - Finlandia 73
GB - Regno Unito 70
FR - Francia 61
IE - Irlanda 41
VN - Vietnam 33
IN - India 23
IR - Iran 22
CZ - Repubblica Ceca 14
BE - Belgio 11
EU - Europa 10
NG - Nigeria 10
ES - Italia 9
GR - Grecia 5
KR - Corea 4
MX - Messico 4
NL - Olanda 4
AT - Austria 3
DZ - Algeria 3
IQ - Iraq 3
PE - Perù 3
PT - Portogallo 3
RS - Serbia 3
TN - Tunisia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AR - Argentina 2
BS - Bahamas 2
EG - Egitto 2
HK - Hong Kong 2
ID - Indonesia 2
JM - Giamaica 2
PA - Panama 2
PH - Filippine 2
RO - Romania 2
RU - Federazione Russa 2
AZ - Azerbaigian 1
BO - Bolivia 1
CL - Cile 1
DK - Danimarca 1
ET - Etiopia 1
HR - Croazia 1
HU - Ungheria 1
IL - Israele 1
JP - Giappone 1
KG - Kirghizistan 1
KH - Cambogia 1
LT - Lituania 1
LU - Lussemburgo 1
MA - Marocco 1
NO - Norvegia 1
PK - Pakistan 1
VE - Venezuela 1
Totale 6.382
Salva come PNG Salva come JPEG
Città #
Warsaw 551
Jacksonville 405
Fairfield 297
Boardman 242
Woodbridge 223
Chandler 220
Ashburn 200
Wilmington 157
Houston 148
Toronto 116
Ann Arbor 110
Singapore 110
Seattle 107
Cambridge 93
Nanjing 90
New York 89
Beijing 80
San Mateo 73
Istanbul 70
Princeton 70
Lawrence 69
Dearborn 66
Camerino 61
Ogden 59
Centro 56
Helsinki 53
Columbus 49
Milan 47
Dublin 41
Dong Ket 33
Nanchang 33
Shanghai 33
London 29
Los Angeles 26
Pescara 24
Guangzhou 23
Ancona 22
Marche 21
Tianjin 21
Ardabil 19
Kunming 19
San Diego 19
Jiaxing 16
Napoli 16
Tavullia 16
Washington 16
Jinan 15
Shenyang 15
Leawood 14
Orange 14
Wuhan 14
Augusta 12
Falls Church 12
Monmouth Junction 12
Brussels 11
Fano 11
Rome 11
Brno 10
Jinhua 10
Lagos 10
Pesaro 10
Chicago 9
Hangzhou 9
Padova 9
Palermo 9
Rimini 9
Bari 8
Changsha 8
Council Bluffs 8
Hebei 8
Lachine 8
Munich 8
Pisa 8
Buti 7
Chengdu 7
Chieti 7
Hefei 7
Kocaeli 7
Marigliano 7
Münster 7
Perugia 7
Sindelfingen 7
Verona 7
Castel Madama 6
Philadelphia 6
San Costanzo 6
Senigallia 6
Yiwu 6
Ascoli Piceno 5
Changchun 5
Diyarbakır 5
Ferrara 5
Florence 5
Lanzhou 5
Lappeenranta 5
Naples 5
Ningbo 5
Norwalk 5
Potenza 5
Quanzhou 5
Totale 4.780
Salva come PNG Salva come JPEG
Nome #
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 266
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 239
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 196
Higher order model for the seismic response of bridge embankments 192
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 183
Un modello analitico per l’interazione cinematica di pali singoli inclinati 180
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 157
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 155
Analytical evaluation of impedances and kinematic response of inclined piles 155
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 135
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 135
A numerical model for the dynamic analysis of inclined pile groups 129
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 129
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 128
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 117
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 112
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 110
2D higher order model for the dynamic analysis of bridge embankments 107
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 107
Controlled deformability partition wall with vibration-induced energy dissipation 104
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 101
Soil-structure interaction effects on the seismic response of multi-span viaducts 95
Empirical predictive model for seismic damage of historical churches 93
Impedances of inclined piles: an analytical solution 92
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 90
Self-supporting equipped wall, with life-saving function, which is suitable to prevent the overturning of masonry partition walls in the event of earthquake 88
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 87
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 86
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 86
Risposta sismica di pile fondate su gruppi di pali inclinati 85
Dynamic stiffness and kinematic response of bridge embankments 83
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 83
Effetti del non sincronismo del moto sismico indotto da effetti di sito e dalla non linearità del terreno sulla risposta sismica di ponti fondati su pali 83
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 83
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 81
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 80
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 78
Numerical and Simplified Methods for Soil-pile Interaction Analysis 76
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 76
Benefits of inclined pile foundations in earthquake resistant design of bridges 74
Combined dual frame system for life-saving desks against seismic-induced collapses 73
Seismic response of viaducts accounting for soil-structure interaction 71
A simplified elastic analysis of tunnel-piled structure interaction 69
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 69
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 68
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 68
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 64
Dynamic analysis of battered pile groups 62
Seismic response of bridge piers founded on inclined pile groups 58
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 58
Dynamic Analysis of Inclined Piles 56
Seismic soil-structure-interaction of multi-span bridges with continuous deck 56
The risk assessment of the Vallicelle district located in Camerino 55
Preliminary study on the impact of time-dependent seismic hazard on design capacity 55
Field tests on micropiles under dynamic lateral loading 54
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 53
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 52
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 51
A Model for the Dynamic Analysis of Inclined Pile Groups 50
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 49
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 48
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 47
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 44
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 43
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 42
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 42
Evaluation of structural capacity in the case of time-dependent point-sources 40
Push-and-release tests of a steel building with hybrid base isolation 40
A New Methodology for the Diagnosis and Monitoring ofBridges Under Slow Deformation Phenomena 37
Open Day Event Agenda_Progetto ARCH 36
Winkler model for predicting the dynamic response of caisson foundations 33
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 32
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 29
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 27
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 24
Risk assessment of bridges and road networks subjected to natural hazards - Minisymposium 37 - all'interno della conferenza internazionale COMPDYN 2021 28-30 June 2021, Streamed from Athens, Greece - 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. 24
IN SITU PUSHOVER TESTS ON UNSTRENGTHENED AND CRM STRENGTHENED MASONRY BUILDINGS. PRELIMINARY RESULTS 23
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 21
An Artificial Neural Network for the prediction of the structural and foundational attention class of bridges according to the Italian Guidelines 17
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 17
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 17
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 16
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 15
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 14
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 12
A simplified InSAR-based approach to assess subsidence-induced impacts: the Hamburg protected area 11
Influence of tectonic deformation on the mechanical properties of calcareous rocks: drawbacks of the non-destructive techniques 11
Observed damage and empirical predictive model of the school building heritage of the Marche region 10
Push ‘o ver: a pushover test program on an existing brickwork construction 10
Push ‘o ver: numerical simulation of the Castel di Lama pushover test through a force-based equivalent frame model 9
Operational critical issues filling in the Italian form for the post-earthquake damage assessment of churches (A-DC 2006) 8
A Multidisciplinary approach for monitoring the conservation state of the sandstones of the Palazzo Ducale in Camerino (MC) 7
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 5
Vision-based dynamic monitoring of a post-tensioned concrete bridge under vehicular traffic 5
Application of Italian Guidelines for structural-foundational and seismic risk classification of bridges: the Fabre experience on a large bridge inventory 2
Totale 6.745
Salva come PNG Salva come JPEG
Categoria #
all - tutte 33.102
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 33.102
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020817 0 0 0 0 60 109 147 151 71 87 86 106
2020/20211.167 44 102 77 123 78 57 122 35 122 57 245 105
2021/2022803 56 178 32 44 51 23 41 37 87 71 104 79
2022/2023776 101 42 48 78 65 71 24 44 130 52 98 23
2023/2024911 98 25 60 45 56 175 50 20 87 26 34 235
2024/2025739 138 54 275 172 100 0 0 0 0 0 0 0
Totale 6.745