MORICI, Michele
 Distribuzione geografica
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Continente #
NA - Nord America 3.126
EU - Europa 1.949
AS - Asia 736
AF - Africa 16
Continente sconosciuto - Info sul continente non disponibili 12
SA - Sud America 6
Totale 5.845
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Nazione #
US - Stati Uniti d'America 3.002
IT - Italia 671
CN - Cina 566
PL - Polonia 552
UA - Ucraina 165
SE - Svezia 147
DE - Germania 139
CA - Canada 121
GB - Regno Unito 68
FI - Finlandia 62
SG - Singapore 62
FR - Francia 61
IE - Irlanda 41
VN - Vietnam 33
TR - Turchia 23
IR - Iran 22
IN - India 20
CZ - Repubblica Ceca 15
BE - Belgio 10
EU - Europa 10
NG - Nigeria 10
ES - Italia 5
KR - Corea 4
GR - Grecia 3
PE - Perù 3
TN - Tunisia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AR - Argentina 2
AT - Austria 2
BS - Bahamas 2
EG - Egitto 2
ID - Indonesia 2
NL - Olanda 2
PH - Filippine 2
ET - Etiopia 1
HR - Croazia 1
IL - Israele 1
JM - Giamaica 1
JP - Giappone 1
LU - Lussemburgo 1
NO - Norvegia 1
RO - Romania 1
RS - Serbia 1
RU - Federazione Russa 1
VE - Venezuela 1
Totale 5.845
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Città #
Warsaw 550
Jacksonville 405
Fairfield 299
Woodbridge 223
Chandler 220
Ashburn 178
Wilmington 159
Houston 148
Toronto 113
Ann Arbor 110
Seattle 107
Cambridge 94
New York 91
Nanjing 90
Beijing 81
San Mateo 73
Princeton 71
Lawrence 70
Dearborn 66
Boardman 63
Ogden 60
Camerino 59
Centro 56
Columbus 50
Singapore 42
Dublin 41
Helsinki 41
Milan 37
Dong Ket 33
Nanchang 33
London 29
Shanghai 29
Pescara 26
Guangzhou 22
Marche 21
Tianjin 21
Ancona 20
Ardabil 19
Kunming 19
San Diego 19
Los Angeles 17
Washington 17
Jiaxing 16
Napoli 16
Tavullia 16
Jinan 15
Shenyang 15
Leawood 14
Orange 14
Wuhan 14
Augusta 12
Falls Church 12
Monmouth Junction 12
Brno 11
Fano 11
Brussels 10
Jinhua 10
Lagos 10
Pesaro 10
Rome 10
Chicago 9
Hangzhou 9
Palermo 9
Bari 8
Changsha 8
Hebei 8
Lachine 8
Buti 7
Chengdu 7
Chieti 7
Council Bluffs 7
Hefei 7
Kocaeli 7
Marigliano 7
Münster 7
Perugia 7
Sindelfingen 7
Verona 7
Castel Madama 6
Lappeenranta 6
Padova 6
Philadelphia 6
San Costanzo 6
Yiwu 6
Changchun 5
Diyarbakır 5
Ferrara 5
Florence 5
Kilburn 5
Lanzhou 5
Ningbo 5
Norwalk 5
Potenza 5
Quanzhou 5
Saint-cyprien 5
Senigallia 5
Shaoxing 5
Calenzano 4
Casoria 4
Frosinone 4
Totale 4.399
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Nome #
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 262
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 235
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 191
Higher order model for the seismic response of bridge embankments 188
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 178
Un modello analitico per l’interazione cinematica di pali singoli inclinati 173
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 150
Analytical evaluation of impedances and kinematic response of inclined piles 150
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 146
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 131
Artificial neural networks for the evaluation of impedance functions 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 125
A numerical model for the dynamic analysis of inclined pile groups 122
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 118
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 108
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 107
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 103
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 100
2D higher order model for the dynamic analysis of bridge embankments 99
Controlled deformability partition wall with vibration-induced energy dissipation 93
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 92
Soil-structure interaction effects on the seismic response of multi-span viaducts 89
Impedances of inclined piles: an analytical solution 88
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 87
Empirical predictive model for seismic damage of historical churches 87
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 82
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 81
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 81
Self-supporting equipped wall, with life-saving function, which is suitable to prevent the overturning of masonry partition walls in the event of earthquake 81
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 80
Risposta sismica di pile fondate su gruppi di pali inclinati 79
Dynamic stiffness and kinematic response of bridge embankments 79
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 78
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 77
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 75
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 75
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 74
Numerical and Simplified Methods for Soil-pile Interaction Analysis 70
Combined dual frame system for life-saving desks against seismic-induced collapses 69
Seismic response of viaducts accounting for soil-structure interaction 68
Benefits of inclined pile foundations in earthquake resistant design of bridges 67
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 66
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 66
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 65
A simplified elastic analysis of tunnel-piled structure interaction 63
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 62
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 61
Dynamic analysis of battered pile groups 58
Seismic response of bridge piers founded on inclined pile groups 55
Seismic soil-structure-interaction of multi-span bridges with continuous deck 52
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 52
Dynamic Analysis of Inclined Piles 51
Field tests on micropiles under dynamic lateral loading 51
Preliminary study on the impact of time-dependent seismic hazard on design capacity 51
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 50
The risk assessment of the Vallicelle district located in Camerino 49
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 47
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 45
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 45
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 45
A Model for the Dynamic Analysis of Inclined Pile Groups 44
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 44
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 40
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 40
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 36
Evaluation of structural capacity in the case of time-dependent point-sources 35
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 35
Push-and-release tests of a steel building with hybrid base isolation 35
Open Day Event Agenda_Progetto ARCH 33
Influence of time-dependent seismic hazard on structural design 33
Winkler model for predicting the dynamic response of caisson foundations 29
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 26
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 25
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 19
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. 18
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 17
Push ‘o ver: in situ pushover tests on as built and strengthened existing brickwork constructions 15
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 9
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 9
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 7
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 7
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic 7
Observed damage and empirical predictive model of the school building heritage of the Marche region 6
Push ‘o ver: a pushover test program on an existing brickwork construction 6
Push ‘o ver: numerical simulation of the Castel di Lama pushover test through a force-based equivalent frame model 5
Operational critical issues filling in the Italian form for the post-earthquake damage assessment of churches (A-DC 2006) 4
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 3
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 2
Totale 6.190
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Categoria #
all - tutte 28.372
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 28.372
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.313 138 43 141 174 60 109 147 151 71 87 86 106
2020/20211.167 44 102 77 123 78 57 122 35 122 57 245 105
2021/2022814 59 179 32 44 52 24 41 38 87 74 104 80
2022/2023783 102 42 48 78 65 71 24 44 131 52 99 27
2023/2024946 99 25 61 47 60 179 58 20 89 26 38 244
2024/2025131 131 0 0 0 0 0 0 0 0 0 0 0
Totale 6.190