MORICI, Michele
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.071
EU - Europa 1.890
AS - Asia 460
AF - Africa 13
Continente sconosciuto - Info sul continente non disponibili 12
SA - Sud America 6
Totale 5.452
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.947
IT - Italia 637
PL - Polonia 552
CN - Cina 354
UA - Ucraina 165
SE - Svezia 147
DE - Germania 135
CA - Canada 121
GB - Regno Unito 68
FR - Francia 59
FI - Finlandia 58
IE - Irlanda 41
VN - Vietnam 33
TR - Turchia 23
IR - Iran 22
IN - India 20
BE - Belgio 10
EU - Europa 10
NG - Nigeria 10
ES - Italia 5
GR - Grecia 3
KR - Corea 3
PE - Perù 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
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
SG - Singapore 1
VE - Venezuela 1
Totale 5.452
Salva come PNG Salva come JPEG
Città #
Warsaw 550
Jacksonville 405
Fairfield 299
Woodbridge 223
Chandler 220
Ashburn 177
Wilmington 159
Houston 148
Toronto 113
Ann Arbor 110
Seattle 107
Cambridge 94
New York 91
Nanjing 89
San Mateo 73
Princeton 71
Lawrence 70
Dearborn 66
Ogden 60
Beijing 56
Centro 56
Camerino 53
Columbus 50
Dublin 41
Helsinki 41
Milan 35
Dong Ket 33
Nanchang 33
London 29
Pescara 26
Boardman 22
Marche 21
Tianjin 21
Ancona 20
Ardabil 19
Kunming 19
San Diego 19
Los Angeles 17
Washington 17
Napoli 16
Tavullia 16
Shenyang 15
Leawood 14
Orange 14
Augusta 12
Falls Church 12
Jinan 12
Monmouth Junction 12
Fano 11
Brussels 10
Lagos 10
Pesaro 10
Rome 10
Bari 8
Changsha 8
Hebei 8
Lachine 8
Shanghai 8
Buti 7
Chengdu 7
Chieti 7
Council Bluffs 7
Guangzhou 7
Hangzhou 7
Hefei 7
Kocaeli 7
Marigliano 7
Münster 7
Perugia 7
Sindelfingen 7
Verona 7
Castel Madama 6
Jiaxing 6
Padova 6
Philadelphia 6
San Costanzo 6
Changchun 5
Diyarbakır 5
Ferrara 5
Florence 5
Kilburn 5
Lanzhou 5
Norwalk 5
Potenza 5
Saint-cyprien 5
Senigallia 5
Calenzano 4
Casoria 4
Frosinone 4
Mondolfo 4
Montecassiano 4
Morrovalle 4
Ningbo 4
Pune 4
Redwood City 4
Torre Annunziata 4
Trepuzzi 4
Zhengzhou 4
Artvin 3
Bremen 3
Totale 4.192
Salva come PNG Salva come JPEG
Nome #
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 258
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 232
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 188
Higher order model for the seismic response of bridge embankments 184
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 173
Un modello analitico per l’interazione cinematica di pali singoli inclinati 172
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 147
Analytical evaluation of impedances and kinematic response of inclined piles 146
null 137
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 129
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 123
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 121
A numerical model for the dynamic analysis of inclined pile groups 116
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 113
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 104
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 102
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 99
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 95
2D higher order model for the dynamic analysis of bridge embankments 94
Impedances of inclined piles: an analytical solution 86
Soil-structure interaction effects on the seismic response of multi-span viaducts 85
Controlled deformability partition wall with vibration-induced energy dissipation 85
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 84
Empirical predictive model for seismic damage of historical churches 83
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 81
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 79
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 77
Risposta sismica di pile fondate su gruppi di pali inclinati 77
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 76
Dynamic stiffness and kinematic response of bridge embankments 75
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 75
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 73
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 72
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 70
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 70
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 69
Self-supporting equipped wall, with life-saving function, which is suitable to prevent the overturning of masonry partition walls in the event of earthquake 69
Numerical and Simplified Methods for Soil-pile Interaction Analysis 68
Seismic response of viaducts accounting for soil-structure interaction 65
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 62
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 62
Benefits of inclined pile foundations in earthquake resistant design of bridges 62
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 62
A simplified elastic analysis of tunnel-piled structure interaction 59
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 58
Combined dual frame system for life-saving desks against seismic-induced collapses 56
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 55
Dynamic analysis of battered pile groups 54
Seismic response of bridge piers founded on inclined pile groups 52
Preliminary study on the impact of time-dependent seismic hazard on design capacity 49
Seismic soil-structure-interaction of multi-span bridges with continuous deck 48
Field tests on micropiles under dynamic lateral loading 48
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 48
Dynamic Analysis of Inclined Piles 47
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 44
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 44
The risk assessment of the Vallicelle district located in Camerino 43
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 41
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 41
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 40
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 40
A Model for the Dynamic Analysis of Inclined Pile Groups 39
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 37
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 34
Evaluation of structural capacity in the case of time-dependent point-sources 33
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 32
Open Day Event Agenda_Progetto ARCH 30
Influence of time-dependent seismic hazard on structural design 30
Push-and-release tests of a steel building with hybrid base isolation 29
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 26
Winkler model for predicting the dynamic response of caisson foundations 23
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 20
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 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. 15
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 14
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 9
Push ‘o ver: in situ pushover tests on as built and strengthened existing brickwork constructions 7
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 5
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 4
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 3
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic 3
Operational critical issues filling in the Italian form for the post-earthquake damage assessment of churches (A-DC 2006) 2
Push ‘o ver: a pushover test program on an existing brickwork construction 2
Push ‘o ver: numerical simulation of the Castel di Lama pushover test through a force-based equivalent frame model 1
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 1
Observed damage and empirical predictive model of the school building heritage of the Marche region 1
Totale 5.786
Salva come PNG Salva come JPEG
Categoria #
all - tutte 25.396
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 25.396
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019148 0 0 0 0 0 0 0 0 0 0 81 67
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
2023/2024673 99 25 61 47 60 179 58 20 89 26 9 0
Totale 5.786