MORICI, Michele
 Distribuzione geografica
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Continente #
NA - Nord America 6.591
EU - Europa 4.225
AS - Asia 3.280
SA - Sud America 390
AF - Africa 177
Continente sconosciuto - Info sul continente non disponibili 12
OC - Oceania 6
Totale 14.681
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Nazione #
US - Stati Uniti d'America 6.347
IT - Italia 1.237
CN - Cina 1.091
RU - Federazione Russa 1.085
SG - Singapore 1.068
PL - Polonia 580
HK - Hong Kong 319
BR - Brasile 305
DE - Germania 251
VN - Vietnam 249
FR - Francia 191
CA - Canada 189
UA - Ucraina 178
SE - Svezia 165
GB - Regno Unito 159
ZA - Sudafrica 128
FI - Finlandia 124
TR - Turchia 122
KR - Corea 100
IN - India 86
NL - Olanda 60
IE - Irlanda 42
BD - Bangladesh 39
AR - Argentina 34
ES - Italia 34
MX - Messico 30
IR - Iran 27
AT - Austria 21
JP - Giappone 21
CZ - Repubblica Ceca 18
IQ - Iraq 17
AE - Emirati Arabi Uniti 15
LT - Lituania 15
IL - Israele 13
PH - Filippine 13
BE - Belgio 12
ID - Indonesia 12
NP - Nepal 12
MY - Malesia 11
NG - Nigeria 11
CL - Cile 10
CO - Colombia 10
EC - Ecuador 10
EU - Europa 10
MA - Marocco 10
PK - Pakistan 10
PT - Portogallo 10
SA - Arabia Saudita 10
GR - Grecia 8
UZ - Uzbekistan 8
EG - Egitto 7
JM - Giamaica 6
MM - Myanmar 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
HN - Honduras 4
HU - Ungheria 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
JO - Giordania 2
LA - Repubblica Popolare Democratica del Laos 2
NI - Nicaragua 2
SV - El Salvador 2
BM - Bermuda 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
CM - Camerun 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
GE - Georgia 1
GT - Guatemala 1
HR - Croazia 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LB - Libano 1
LK - Sri Lanka 1
LV - Lettonia 1
MD - Moldavia 1
Totale 14.670
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Città #
Ashburn 579
Warsaw 572
Singapore 506
San Jose 459
Jacksonville 406
Council Bluffs 365
Hong Kong 306
Fairfield 299
Boardman 252
Woodbridge 223
Chandler 220
Beijing 217
Los Angeles 184
St Louis 177
Wilmington 163
Houston 161
New York 160
Dallas 152
Chicago 151
Johannesburg 125
Toronto 123
Ann Arbor 110
Seattle 110
The Dalles 99
Camerino 95
Cambridge 94
Nanjing 92
Seoul 92
Tongling 91
Lauterbourg 83
Istanbul 78
Helsinki 76
San Mateo 73
Ho Chi Minh City 72
Princeton 71
Lawrence 70
Dearborn 66
Buffalo 63
Trieste 63
Milan 60
Ogden 60
Centro 56
Columbus 54
Rome 54
Salt Lake City 52
Moscow 50
Shanghai 46
London 45
Orem 44
Dublin 42
Hanoi 39
Montreal 39
Munich 39
São Paulo 38
Pescara 37
Santa Clara 36
Ancona 34
Dong Ket 33
Nanchang 33
Guangzhou 30
Chennai 27
Elk Grove Village 27
Denver 26
Redondo Beach 26
Tampa 26
Atlanta 24
Frankfurt am Main 24
San Diego 24
Pisa 23
Tianjin 22
Marche 21
Turku 21
Ardabil 19
Kunming 19
Perugia 19
Poplar 19
Sterling 19
Tokyo 18
Washington 18
Amsterdam 17
Stockholm 17
Jiaxing 16
Jinan 16
Napoli 16
Tavullia 16
Brooklyn 15
New Delhi 15
Pesaro 15
Shenyang 15
Augusta 14
Düsseldorf 14
Haiphong 14
Lancaster 14
Leawood 14
Manchester 14
Nuremberg 14
Orange 14
Wuhan 14
Bari 13
Florence 13
Totale 8.951
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 566
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 337
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 277
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 254
Analytical evaluation of impedances and kinematic response of inclined piles 252
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 236
Controlled deformability partition wall with vibration-induced energy dissipation 233
Higher order model for the seismic response of bridge embankments 232
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 232
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 232
Un modello analitico per l’interazione cinematica di pali singoli inclinati 226
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 219
A numerical model for the dynamic analysis of inclined pile groups 218
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 214
2D higher order model for the dynamic analysis of bridge embankments 211
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 207
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 204
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 201
A New Methodology for the Diagnosis and Monitoring ofBridges Under Slow Deformation Phenomena 199
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 196
Empirical predictive model for seismic damage of historical churches 192
SUPPORT SYSTEM FOR PARTITION WALLS 189
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 188
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 182
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 182
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 179
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 167
Benefits of inclined pile foundations in earthquake resistant design of bridges 167
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 166
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 156
Falso storico o Falso estetico? La sostituzione dei materiali lapidei degradati nel loggiato di Palazzo Ducale a Camerino 155
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 154
Soil-structure interaction effects on the seismic response of multi-span viaducts 147
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 144
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 144
Dynamic stiffness and kinematic response of bridge embankments 143
A simplified elastic analysis of tunnel-piled structure interaction 141
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 140
Impedances of inclined piles: an analytical solution 140
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 140
Numerical and Simplified Methods for Soil-pile Interaction Analysis 139
A Model for the Dynamic Analysis of Inclined Pile Groups 138
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 137
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 137
Risposta sismica di pile fondate su gruppi di pali inclinati 136
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 135
IN SITU PUSHOVER TESTS ON UNSTRENGTHENED AND CRM STRENGTHENED MASONRY BUILDINGS. PRELIMINARY RESULTS 134
Dynamic analysis of battered pile groups 134
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 133
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 132
A Multidisciplinary approach for monitoring the conservation state of the sandstones of the Palazzo Ducale in Camerino (MC) 130
Push ‘o ver: in situ pushover tests on as built and strengthened existing brickwork constructions 129
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 129
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 128
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 127
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 127
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 126
Push-and-release tests of a steel building with hybrid base isolation 126
Dynamic Analysis of Inclined Piles 125
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 125
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 123
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 121
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 120
Seismic response of viaducts accounting for soil-structure interaction 118
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 116
The risk assessment of the Vallicelle district located in Camerino 114
Evaluation of structural capacity in the case of time-dependent point-sources 114
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 111
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 111
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 107
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 105
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 104
An Artificial Neural Network for the prediction of the structural and foundational attention class of bridges according to the Italian Guidelines 103
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 101
Winkler model for predicting the dynamic response of caisson foundations 100
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 100
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 100
Seismic response of bridge piers founded on inclined pile groups 99
Seismic soil-structure-interaction of multi-span bridges with continuous deck 96
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 94
Open Day Event Agenda_Progetto ARCH 94
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 94
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 92
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 90
null 88
A simplified InSAR-based approach to assess subsidence-induced impacts: the Hamburg protected area 86
Field tests on micropiles under dynamic lateral loading 86
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 86
Influence of time-dependent seismic hazard on structural design 83
Application of Italian Guidelines for structural-foundational and seismic risk classification of bridges: the Fabre experience on a large bridge inventory 82
Preliminary structural health monitoring results of a hybrid base-isolated building in Camerino, Italy 77
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. 73
Influence of tectonic deformation on the mechanical properties of calcareous rocks: drawbacks of the non-destructive techniques 72
Push ‘o ver: a pushover test program on an existing brickwork construction 70
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 66
The Integration of a Multidomain Monitoring Platform with Structural Data: A Building Case Study 61
Vision-based dynamic monitoring of a post-tensioned concrete bridge under vehicular traffic 61
The Development and Statistical Analysis of a Material Strength Database of Existing Italian Prestressed Concrete Bridges 60
Observed damage and empirical predictive model of the school building heritage of the Marche region 60
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic 58
Totale 14.485
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Categoria #
all - tutte 61.899
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 61.899
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20265.113 331 231 383 712 486 435 692 447 324 534 357 181
2026/2027198 198 0 0 0 0 0 0 0 0 0 0 0
Totale 15.137