MORICI, Michele
 Distribuzione geografica
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Continente #
NA - Nord America 8.027
EU - Europa 4.566
AS - Asia 3.385
Continente sconosciuto - Info sul continente non disponibili 478
SA - Sud America 414
AF - Africa 195
OC - Oceania 8
Totale 17.073
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Nazione #
US - Stati Uniti d'America 7.644
IT - Italia 1.483
CN - Cina 1.115
RU - Federazione Russa 1.105
SG - Singapore 1.077
PL - Polonia 582
HK - Hong Kong 332
BR - Brasile 320
DE - Germania 258
VN - Vietnam 250
CA - Canada 234
FR - Francia 212
UA - Ucraina 179
GB - Regno Unito 178
SE - Svezia 167
ZA - Sudafrica 128
TR - Turchia 127
FI - Finlandia 124
KR - Corea 100
IN - India 93
NL - Olanda 71
BD - Bangladesh 53
IE - Irlanda 48
MX - Messico 37
ES - Italia 35
AR - Argentina 34
IL - Israele 28
IR - Iran 27
JP - Giappone 22
AT - Austria 21
PH - Filippine 19
CZ - Repubblica Ceca 18
AE - Emirati Arabi Uniti 17
CR - Costa Rica 17
IQ - Iraq 17
CO - Colombia 16
TT - Trinidad e Tobago 16
LT - Lituania 15
SC - Seychelles 15
HN - Honduras 14
ID - Indonesia 14
BE - Belgio 12
EC - Ecuador 12
GR - Grecia 12
NP - Nepal 12
MA - Marocco 11
MY - Malesia 11
NG - Nigeria 11
NI - Nicaragua 11
PK - Pakistan 11
SA - Arabia Saudita 11
CL - Cile 10
EU - Europa 10
PT - Portogallo 10
SV - El Salvador 10
GT - Guatemala 8
JM - Giamaica 8
UZ - Uzbekistan 8
EG - Egitto 7
CW - ???statistics.table.value.countryCode.CW??? 6
GP - Guadalupe 6
MM - Myanmar 6
PE - Perù 6
TH - Thailandia 6
TN - Tunisia 6
AM - Armenia 5
AU - Australia 5
CH - Svizzera 5
KE - Kenya 5
RO - Romania 5
VE - Venezuela 5
AZ - Azerbaigian 4
BB - Barbados 4
ET - Etiopia 4
HU - Ungheria 4
NO - Norvegia 4
PR - Porto Rico 4
PY - Paraguay 4
RS - Serbia 4
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
DO - Repubblica Dominicana 2
JO - Giordania 2
KN - Saint Kitts e Nevis 2
KZ - Kazakistan 2
LA - Repubblica Popolare Democratica del Laos 2
SN - Senegal 2
AF - Afghanistan, Repubblica islamica di 1
BM - Bermuda 1
BY - Bielorussia 1
Totale 16.591
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Città #
Ashburn 811
San Jose 632
Warsaw 573
Singapore 512
Jacksonville 407
Council Bluffs 395
Hong Kong 316
Fairfield 300
Boardman 252
Beijing 230
Woodbridge 223
Chandler 220
Los Angeles 204
New York 194
St Louis 177
Chicago 164
Wilmington 163
Houston 162
Dallas 161
Toronto 132
Johannesburg 125
Seattle 116
Ann Arbor 110
Princeton 109
The Dalles 103
Camerino 98
Cambridge 95
Nanjing 92
Seoul 92
Tongling 91
Lauterbourg 83
Istanbul 78
Helsinki 76
Milan 75
Ho Chi Minh City 73
Rome 73
San Mateo 73
Santa Clara 71
Lawrence 70
Buffalo 66
Dearborn 66
Trieste 63
Ogden 60
Centro 56
Columbus 56
Salt Lake City 52
Moscow 50
Montreal 46
Shanghai 46
London 45
Orem 45
Dublin 42
São Paulo 41
Hanoi 39
Munich 39
Pescara 37
Phoenix 36
Ancona 34
Atlanta 33
Dong Ket 33
Nanchang 33
Guangzhou 30
Denver 29
Tampa 28
Chennai 27
Elk Grove Village 27
North Bergen 27
San Diego 27
Pisa 26
Redondo Beach 26
Frankfurt am Main 25
Florence 23
Tianjin 22
Marche 21
Turku 21
Ardabil 19
Kunming 19
Naples 19
Perugia 19
Poplar 19
Sterling 19
Stockholm 19
Tokyo 19
Washington 19
Amsterdam 18
Miami 18
Brooklyn 17
Bari 16
Jiaxing 16
Jinan 16
Napoli 16
New Delhi 16
Nuremberg 16
Palermo 16
Tavullia 16
Augusta 15
Lancaster 15
Pesaro 15
Shenyang 15
Somerdale 15
Totale 9.735
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 593
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 347
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 294
Analytical evaluation of impedances and kinematic response of inclined piles 269
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 268
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 254
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 252
Higher order model for the seismic response of bridge embankments 248
Controlled deformability partition wall with vibration-induced energy dissipation 248
Un modello analitico per l’interazione cinematica di pali singoli inclinati 247
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 245
A numerical model for the dynamic analysis of inclined pile groups 233
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 230
2D higher order model for the dynamic analysis of bridge embankments 227
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 226
A New Methodology for the Diagnosis and Monitoring ofBridges Under Slow Deformation Phenomena 223
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 222
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 220
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 219
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 218
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 212
Empirical predictive model for seismic damage of historical churches 211
SUPPORT SYSTEM FOR PARTITION WALLS 200
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 198
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 196
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 193
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 190
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 188
Benefits of inclined pile foundations in earthquake resistant design of bridges 186
Falso storico o Falso estetico? La sostituzione dei materiali lapidei degradati nel loggiato di Palazzo Ducale a Camerino 184
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 184
Dynamic stiffness and kinematic response of bridge embankments 168
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 166
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 163
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 160
Soil-structure interaction effects on the seismic response of multi-span viaducts 159
Impedances of inclined piles: an analytical solution 159
Numerical and Simplified Methods for Soil-pile Interaction Analysis 158
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 157
A Multidisciplinary approach for monitoring the conservation state of the sandstones of the Palazzo Ducale in Camerino (MC) 156
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 154
Risposta sismica di pile fondate su gruppi di pali inclinati 154
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 154
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 154
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 153
A simplified elastic analysis of tunnel-piled structure interaction 153
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 148
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 147
A Model for the Dynamic Analysis of Inclined Pile Groups 145
Dynamic analysis of battered pile groups 144
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 143
Push ‘o ver: in situ pushover tests on as built and strengthened existing brickwork constructions 142
Push-and-release tests of a steel building with hybrid base isolation 142
IN SITU PUSHOVER TESTS ON UNSTRENGTHENED AND CRM STRENGTHENED MASONRY BUILDINGS. PRELIMINARY RESULTS 141
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 141
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 141
Dynamic Analysis of Inclined Piles 141
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 140
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 140
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 139
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 137
Seismic response of viaducts accounting for soil-structure interaction 134
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 132
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 130
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 129
Evaluation of structural capacity in the case of time-dependent point-sources 129
The risk assessment of the Vallicelle district located in Camerino 127
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 121
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 118
Winkler model for predicting the dynamic response of caisson foundations 116
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 116
An Artificial Neural Network for the prediction of the structural and foundational attention class of bridges according to the Italian Guidelines 115
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 115
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 113
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 112
Preliminary structural health monitoring results of a hybrid base-isolated building in Camerino, Italy 111
Seismic soil-structure-interaction of multi-span bridges with continuous deck 111
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 110
Seismic response of bridge piers founded on inclined pile groups 108
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 107
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 104
Open Day Event Agenda_Progetto ARCH 104
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 104
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 103
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 102
Field tests on micropiles under dynamic lateral loading 98
Application of Italian Guidelines for structural-foundational and seismic risk classification of bridges: the Fabre experience on a large bridge inventory 95
A simplified InSAR-based approach to assess subsidence-induced impacts: the Hamburg protected area 95
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 95
Influence of tectonic deformation on the mechanical properties of calcareous rocks: drawbacks of the non-destructive techniques 91
Influence of time-dependent seismic hazard on structural design 91
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 88
null 88
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. 87
Push ‘o ver: a pushover test program on an existing brickwork construction 82
Vision-based dynamic monitoring of a post-tensioned concrete bridge under vehicular traffic 82
The Development and Statistical Analysis of a Material Strength Database of Existing Italian Prestressed Concrete Bridges 81
The Integration of a Multidomain Monitoring Platform with Structural Data: A Building Case Study 77
A multi-scenario approach for structural health monitoring of existing bridges 72
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic 66
Totale 15.983
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Categoria #
all - tutte 70.748
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 70.748
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022500 0 0 0 0 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
2026/20272.134 341 216 416 903 258 0 0 0 0 0 0 0
Totale 17.073