MORICI, Michele
 Distribuzione geografica
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Continente #
NA - Nord America 6.101
EU - Europa 4.150
AS - Asia 3.106
SA - Sud America 387
AF - Africa 177
Continente sconosciuto - Info sul continente non disponibili 12
OC - Oceania 6
Totale 13.939
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Nazione #
US - Stati Uniti d'America 5.871
IT - Italia 1.169
RU - Federazione Russa 1.085
CN - Cina 1.025
SG - Singapore 1.008
PL - Polonia 580
HK - Hong Kong 318
BR - Brasile 304
DE - Germania 251
VN - Vietnam 246
FR - Francia 191
CA - Canada 185
UA - Ucraina 178
SE - Svezia 165
GB - Regno Unito 157
ZA - Sudafrica 128
FI - Finlandia 124
TR - Turchia 122
KR - Corea 98
IN - India 86
NL - Olanda 57
IE - Irlanda 42
ES - Italia 34
AR - Argentina 33
MX - Messico 29
IR - Iran 24
BD - Bangladesh 22
JP - Giappone 21
AT - Austria 19
CZ - Repubblica Ceca 18
IQ - Iraq 17
LT - Lituania 15
AE - Emirati Arabi Uniti 13
IL - Israele 13
BE - Belgio 12
NG - Nigeria 11
CL - Cile 10
EC - Ecuador 10
EU - Europa 10
MA - Marocco 10
PK - Pakistan 10
PT - Portogallo 10
SA - Arabia Saudita 10
CO - Colombia 9
GR - Grecia 8
ID - Indonesia 8
PH - Filippine 8
EG - Egitto 7
NP - Nepal 7
UZ - Uzbekistan 7
MM - Myanmar 6
MY - Malesia 6
PE - Perù 6
TN - Tunisia 6
CH - Svizzera 5
RO - Romania 5
TH - Thailandia 5
AM - Armenia 4
AZ - Azerbaigian 4
ET - Etiopia 4
HU - Ungheria 4
JM - Giamaica 4
KE - Kenya 4
NO - Norvegia 4
PY - Paraguay 4
RS - Serbia 4
VE - Venezuela 4
AU - Australia 3
BO - Bolivia 3
DZ - Algeria 3
GY - Guiana 3
KH - Cambogia 3
LU - Lussemburgo 3
NZ - Nuova Zelanda 3
PA - Panama 3
A2 - ???statistics.table.value.countryCode.A2??? 2
BG - Bulgaria 2
BH - Bahrain 2
BS - Bahamas 2
DK - Danimarca 2
HN - Honduras 2
JO - Giordania 2
LA - Repubblica Popolare Democratica del Laos 2
NI - Nicaragua 2
BY - Bielorussia 1
CI - Costa d'Avorio 1
CM - Camerun 1
DO - Repubblica Dominicana 1
GE - Georgia 1
HR - Croazia 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LB - Libano 1
LK - Sri Lanka 1
LV - Lettonia 1
MD - Moldavia 1
NE - Niger 1
OM - Oman 1
PS - Palestinian Territory 1
SI - Slovenia 1
Totale 13.932
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Città #
Warsaw 572
Ashburn 558
Singapore 500
San Jose 432
Jacksonville 405
Hong Kong 305
Fairfield 299
Boardman 252
Woodbridge 223
Chandler 220
Beijing 215
Los Angeles 179
St Louis 177
Wilmington 163
Houston 160
New York 153
Dallas 151
Chicago 148
Johannesburg 125
Toronto 123
Ann Arbor 110
Seattle 110
The Dalles 99
Cambridge 94
Camerino 94
Seoul 92
Nanjing 91
Tongling 91
Lauterbourg 83
Istanbul 78
Helsinki 76
San Mateo 73
Princeton 71
Ho Chi Minh City 70
Lawrence 70
Dearborn 66
Trieste 63
Buffalo 60
Ogden 60
Centro 56
Milan 56
Columbus 54
Salt Lake City 52
Moscow 50
Rome 45
Shanghai 45
London 44
Orem 44
Dublin 42
Council Bluffs 39
Hanoi 39
Munich 39
Montreal 38
São Paulo 38
Pescara 34
Dong Ket 33
Nanchang 33
Ancona 32
Guangzhou 29
Chennai 27
Elk Grove Village 27
Denver 26
Redondo Beach 26
Tampa 26
Santa Clara 25
Frankfurt am Main 24
San Diego 24
Pisa 23
Tianjin 22
Atlanta 21
Marche 21
Turku 21
Ardabil 19
Kunming 19
Poplar 19
Perugia 18
Sterling 18
Tokyo 18
Washington 18
Stockholm 17
Amsterdam 16
Jiaxing 16
Jinan 16
Napoli 16
Tavullia 16
New Delhi 15
Pesaro 15
Shenyang 15
Düsseldorf 14
Haiphong 14
Lancaster 14
Leawood 14
Manchester 14
Nuremberg 14
Orange 14
Wuhan 14
Augusta 13
Brooklyn 13
Florence 13
Bari 12
Totale 8.500
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 562
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 322
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 276
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 247
Analytical evaluation of impedances and kinematic response of inclined piles 247
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 232
Higher order model for the seismic response of bridge embankments 231
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 229
Controlled deformability partition wall with vibration-induced energy dissipation 223
Un modello analitico per l’interazione cinematica di pali singoli inclinati 221
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 216
A numerical model for the dynamic analysis of inclined pile groups 210
2D higher order model for the dynamic analysis of bridge embankments 206
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 206
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 201
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 198
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 196
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 193
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 188
Empirical predictive model for seismic damage of historical churches 184
SUPPORT SYSTEM FOR PARTITION WALLS 184
A New Methodology for the Diagnosis and Monitoring ofBridges Under Slow Deformation Phenomena 182
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 178
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 177
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 172
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 165
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 161
Benefits of inclined pile foundations in earthquake resistant design of bridges 159
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 158
Falso storico o Falso estetico? La sostituzione dei materiali lapidei degradati nel loggiato di Palazzo Ducale a Camerino 149
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 149
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 149
Soil-structure interaction effects on the seismic response of multi-span viaducts 141
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 140
A simplified elastic analysis of tunnel-piled structure interaction 139
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 138
Dynamic stiffness and kinematic response of bridge embankments 137
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 137
A Model for the Dynamic Analysis of Inclined Pile Groups 135
Risposta sismica di pile fondate su gruppi di pali inclinati 133
Numerical and Simplified Methods for Soil-pile Interaction Analysis 133
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 132
Dynamic analysis of battered pile groups 131
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 131
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 130
Impedances of inclined piles: an analytical solution 130
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 130
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 128
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 127
Push ‘o ver: in situ pushover tests on as built and strengthened existing brickwork constructions 124
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 124
A Multidisciplinary approach for monitoring the conservation state of the sandstones of the Palazzo Ducale in Camerino (MC) 124
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 123
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 123
Dynamic Analysis of Inclined Piles 122
Push-and-release tests of a steel building with hybrid base isolation 121
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 120
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 118
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 117
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 116
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 116
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 114
Seismic response of viaducts accounting for soil-structure interaction 114
The risk assessment of the Vallicelle district located in Camerino 113
IN SITU PUSHOVER TESTS ON UNSTRENGTHENED AND CRM STRENGTHENED MASONRY BUILDINGS. PRELIMINARY RESULTS 112
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 108
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 106
Evaluation of structural capacity in the case of time-dependent point-sources 106
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 100
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 100
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 100
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 99
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 97
Winkler model for predicting the dynamic response of caisson foundations 96
Seismic soil-structure-interaction of multi-span bridges with continuous deck 95
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 95
Seismic response of bridge piers founded on inclined pile groups 94
Open Day Event Agenda_Progetto ARCH 93
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 90
An Artificial Neural Network for the prediction of the structural and foundational attention class of bridges according to the Italian Guidelines 88
null 88
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 87
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 87
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 87
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 85
Field tests on micropiles under dynamic lateral loading 83
Influence of time-dependent seismic hazard on structural design 83
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 82
A simplified InSAR-based approach to assess subsidence-induced impacts: the Hamburg protected area 81
Application of Italian Guidelines for structural-foundational and seismic risk classification of bridges: the Fabre experience on a large bridge inventory 79
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. 71
Influence of tectonic deformation on the mechanical properties of calcareous rocks: drawbacks of the non-destructive techniques 69
Push ‘o ver: a pushover test program on an existing brickwork construction 66
Preliminary structural health monitoring results of a hybrid base-isolated building in Camerino, Italy 63
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 62
Vision-based dynamic monitoring of a post-tensioned concrete bridge under vehicular traffic 58
Observed damage and empirical predictive model of the school building heritage of the Marche region 52
The Integration of a Multidomain Monitoring Platform with Structural Data: A Building Case Study 52
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic 52
The Development and Statistical Analysis of a Material Strength Database of Existing Italian Prestressed Concrete Bridges 51
Totale 13.849
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Categoria #
all - tutte 57.173
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 57.173
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021407 0 0 0 0 0 0 0 0 0 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
2025/20264.562 331 231 383 712 486 435 692 447 324 521 0 0
Totale 14.388