MORICI, Michele
 Distribuzione geografica
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Continente #
NA - Nord America 5.077
EU - Europa 3.707
AS - Asia 2.480
SA - Sud America 330
AF - Africa 52
Continente sconosciuto - Info sul continente non disponibili 12
OC - Oceania 5
Totale 11.663
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Nazione #
US - Stati Uniti d'America 4.885
RU - Federazione Russa 1.083
IT - Italia 954
CN - Cina 892
SG - Singapore 773
PL - Polonia 575
HK - Hong Kong 281
BR - Brasile 270
DE - Germania 226
UA - Ucraina 174
SE - Svezia 165
CA - Canada 161
VN - Vietnam 130
GB - Regno Unito 129
TR - Turchia 119
FI - Finlandia 105
KR - Corea 96
FR - Francia 86
IN - India 61
NL - Olanda 50
IE - Irlanda 41
AR - Argentina 25
ES - Italia 24
IR - Iran 23
MX - Messico 19
AT - Austria 17
CZ - Repubblica Ceca 17
LT - Lituania 15
BD - Bangladesh 14
JP - Giappone 14
ZA - Sudafrica 12
AE - Emirati Arabi Uniti 11
BE - Belgio 11
NG - Nigeria 11
EU - Europa 10
IL - Israele 9
MA - Marocco 8
CO - Colombia 7
EC - Ecuador 7
GR - Grecia 7
EG - Egitto 6
ID - Indonesia 6
IQ - Iraq 6
NP - Nepal 6
CL - Cile 5
MM - Myanmar 5
PE - Perù 5
PK - Pakistan 5
PT - Portogallo 5
TN - Tunisia 5
UZ - Uzbekistan 5
JM - Giamaica 4
NO - Norvegia 4
PY - Paraguay 4
SA - Arabia Saudita 4
CH - Svizzera 3
DZ - Algeria 3
ET - Etiopia 3
LU - Lussemburgo 3
NZ - Nuova Zelanda 3
RO - Romania 3
RS - Serbia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AM - Armenia 2
AU - Australia 2
AZ - Azerbaigian 2
BG - Bulgaria 2
BO - Bolivia 2
BS - Bahamas 2
GY - Guiana 2
KE - Kenya 2
KH - Cambogia 2
LA - Repubblica Popolare Democratica del Laos 2
MY - Malesia 2
PA - Panama 2
PH - Filippine 2
VE - Venezuela 2
BY - Bielorussia 1
CM - Camerun 1
DK - Danimarca 1
HN - Honduras 1
HR - Croazia 1
HU - Ungheria 1
JO - Giordania 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LB - Libano 1
NI - Nicaragua 1
OM - Oman 1
PS - Palestinian Territory 1
SI - Slovenia 1
SN - Senegal 1
SY - Repubblica araba siriana 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
VC - Saint Vincent e Grenadine 1
Totale 11.663
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Città #
Warsaw 568
Ashburn 426
Jacksonville 405
Fairfield 299
Singapore 295
Hong Kong 275
Boardman 251
Woodbridge 223
Chandler 220
Beijing 186
Los Angeles 174
Wilmington 163
Houston 158
Dallas 147
Chicago 144
New York 143
Toronto 121
Ann Arbor 110
Seattle 110
Cambridge 94
Camerino 94
Seoul 92
The Dalles 91
Tongling 91
Nanjing 90
Istanbul 78
San Mateo 73
Princeton 71
Lawrence 70
Dearborn 66
Ogden 60
Helsinki 58
Buffalo 57
Centro 56
Milan 54
Columbus 53
Salt Lake City 51
Moscow 50
Dublin 41
London 41
Ho Chi Minh City 34
Shanghai 34
Dong Ket 33
Nanchang 33
Pescara 33
São Paulo 31
Munich 30
Ancona 27
Elk Grove Village 27
Guangzhou 26
Redondo Beach 26
Tampa 26
Rome 24
Council Bluffs 23
Denver 22
San Diego 22
Marche 21
Montreal 21
Tianjin 21
Turku 21
Pisa 20
Ardabil 19
Kunming 19
Atlanta 18
Sterling 18
Washington 18
Chennai 17
Frankfurt am Main 17
Poplar 17
Stockholm 17
Hanoi 16
Jiaxing 16
Napoli 16
Tavullia 16
Jinan 15
Orem 15
Shenyang 15
Lancaster 14
Leawood 14
Orange 14
Pesaro 14
Wuhan 14
Augusta 13
Düsseldorf 13
Florence 13
Tokyo 13
Falls Church 12
Miami 12
Monmouth Junction 12
Nuremberg 12
Vienna 12
Amsterdam 11
Bari 11
Brno 11
Brooklyn 11
Brussels 11
Fano 11
Johannesburg 11
Lagos 11
Lappeenranta 11
Totale 6.954
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 541
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 299
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 262
Analytical evaluation of impedances and kinematic response of inclined piles 232
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 227
Higher order model for the seismic response of bridge embankments 219
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 214
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 210
Un modello analitico per l’interazione cinematica di pali singoli inclinati 210
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 201
A numerical model for the dynamic analysis of inclined pile groups 195
Controlled deformability partition wall with vibration-induced energy dissipation 187
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 185
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 185
2D higher order model for the dynamic analysis of bridge embankments 182
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 173
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 171
Empirical predictive model for seismic damage of historical churches 167
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 166
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 164
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 161
SUPPORT SYSTEM FOR PARTITION WALLS 155
A New Methodology for the Diagnosis and Monitoring ofBridges Under Slow Deformation Phenomena 154
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 153
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 150
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 149
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 138
Benefits of inclined pile foundations in earthquake resistant design of bridges 137
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 134
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 133
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 131
Soil-structure interaction effects on the seismic response of multi-span viaducts 129
A simplified elastic analysis of tunnel-piled structure interaction 125
Falso storico o Falso estetico? La sostituzione dei materiali lapidei degradati nel loggiato di Palazzo Ducale a Camerino 123
A Model for the Dynamic Analysis of Inclined Pile Groups 123
Dynamic stiffness and kinematic response of bridge embankments 121
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 120
Impedances of inclined piles: an analytical solution 117
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 116
Dynamic analysis of battered pile groups 116
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 115
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 115
Numerical and Simplified Methods for Soil-pile Interaction Analysis 114
Risposta sismica di pile fondate su gruppi di pali inclinati 112
Dynamic Analysis of Inclined Piles 112
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 111
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 108
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 108
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 108
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 107
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 106
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 105
Push-and-release tests of a steel building with hybrid base isolation 104
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 102
Seismic response of viaducts accounting for soil-structure interaction 101
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 101
The risk assessment of the Vallicelle district located in Camerino 100
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 100
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 99
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 99
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 94
Push ‘o ver: in situ pushover tests on as built and strengthened existing brickwork constructions 93
A Multidisciplinary approach for monitoring the conservation state of the sandstones of the Palazzo Ducale in Camerino (MC) 92
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 91
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 90
IN SITU PUSHOVER TESTS ON UNSTRENGTHENED AND CRM STRENGTHENED MASONRY BUILDINGS. PRELIMINARY RESULTS 88
null 88
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 86
Evaluation of structural capacity in the case of time-dependent point-sources 84
Seismic response of bridge piers founded on inclined pile groups 83
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 83
Seismic soil-structure-interaction of multi-span bridges with continuous deck 80
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 80
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 80
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 79
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 76
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 76
Winkler model for predicting the dynamic response of caisson foundations 75
Field tests on micropiles under dynamic lateral loading 74
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 73
An Artificial Neural Network for the prediction of the structural and foundational attention class of bridges according to the Italian Guidelines 72
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 72
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 71
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 71
Open Day Event Agenda_Progetto ARCH 71
A simplified InSAR-based approach to assess subsidence-induced impacts: the Hamburg protected area 70
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 70
Influence of time-dependent seismic hazard on structural design 68
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 66
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. 61
Push ‘o ver: a pushover test program on an existing brickwork construction 55
Influence of tectonic deformation on the mechanical properties of calcareous rocks: drawbacks of the non-destructive techniques 49
Application of Italian Guidelines for structural-foundational and seismic risk classification of bridges: the Fabre experience on a large bridge inventory 47
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 47
Observed damage and empirical predictive model of the school building heritage of the Marche region 47
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic 42
The Integration of a Multidomain Monitoring Platform with Structural Data: A Building Case Study 36
Vision-based dynamic monitoring of a post-tensioned concrete bridge under vehicular traffic 36
Push ‘o ver: numerical simulation of the Castel di Lama pushover test through a force-based equivalent frame model 25
The Development and Statistical Analysis of a Material Strength Database of Existing Italian Prestressed Concrete Bridges 21
Totale 11.964
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Categoria #
all - tutte 52.682
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 52.682
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021743 0 0 0 0 0 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
2024/20253.767 141 54 283 185 110 138 342 867 289 246 195 917
2025/20262.269 331 231 383 712 486 126 0 0 0 0 0 0
Totale 12.095