MORICI, Michele
 Distribuzione geografica
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Continente #
NA - Nord America 6.858
EU - Europa 4.328
AS - Asia 3.344
Continente sconosciuto - Info sul continente non disponibili 471
SA - Sud America 399
AF - Africa 180
OC - Oceania 6
Totale 15.586
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Nazione #
US - Stati Uniti d'America 6.578
IT - Italia 1.319
CN - Cina 1.108
RU - Federazione Russa 1.085
SG - Singapore 1.075
PL - Polonia 582
HK - Hong Kong 332
BR - Brasile 309
DE - Germania 253
VN - Vietnam 249
CA - Canada 202
FR - Francia 197
UA - Ucraina 178
SE - Svezia 167
GB - Regno Unito 159
ZA - Sudafrica 128
TR - Turchia 127
FI - Finlandia 124
KR - Corea 100
IN - India 92
NL - Olanda 65
BD - Bangladesh 50
IE - Irlanda 42
MX - Messico 36
AR - Argentina 34
ES - Italia 34
IR - Iran 27
AT - Austria 21
JP - Giappone 21
CZ - Repubblica Ceca 18
IQ - Iraq 17
AE - Emirati Arabi Uniti 15
LT - Lituania 15
PH - Filippine 15
CO - Colombia 13
ID - Indonesia 13
IL - Israele 13
BE - Belgio 12
GR - Grecia 12
NP - Nepal 12
EC - Ecuador 11
MY - Malesia 11
NG - Nigeria 11
SA - Arabia Saudita 11
CL - Cile 10
EU - Europa 10
MA - Marocco 10
PK - Pakistan 10
PT - Portogallo 10
UZ - Uzbekistan 8
EG - Egitto 7
HN - Honduras 6
JM - Giamaica 6
MM - Myanmar 6
PE - Perù 6
TH - Thailandia 6
TN - Tunisia 6
CH - Svizzera 5
KE - Kenya 5
NI - Nicaragua 5
RO - Romania 5
VE - Venezuela 5
AM - Armenia 4
AZ - Azerbaigian 4
ET - Etiopia 4
HU - Ungheria 4
NO - Norvegia 4
PY - Paraguay 4
RS - Serbia 4
AU - Australia 3
BB - Barbados 3
BO - Bolivia 3
CR - Costa Rica 3
DZ - Algeria 3
GT - Guatemala 3
GY - Guiana 3
KH - Cambogia 3
LU - Lussemburgo 3
NZ - Nuova Zelanda 3
PA - Panama 3
TT - Trinidad e Tobago 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
LA - Repubblica Popolare Democratica del Laos 2
SC - Seychelles 2
SV - El Salvador 2
BM - Bermuda 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
CM - Camerun 1
CW - ???statistics.table.value.countryCode.CW??? 1
GE - Georgia 1
HR - Croazia 1
KG - Kirghizistan 1
Totale 15.113
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Città #
Ashburn 597
Warsaw 573
San Jose 534
Singapore 511
Jacksonville 407
Council Bluffs 384
Hong Kong 316
Fairfield 299
Boardman 252
Beijing 226
Woodbridge 223
Chandler 220
Los Angeles 189
St Louis 177
New York 165
Wilmington 163
Houston 161
Chicago 153
Dallas 152
Toronto 126
Johannesburg 125
Seattle 112
Ann Arbor 110
The Dalles 103
Camerino 98
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
Milan 68
Buffalo 66
Dearborn 66
Trieste 63
Ogden 60
Rome 57
Centro 56
Columbus 54
Salt Lake City 52
Moscow 50
Santa Clara 49
Shanghai 46
London 45
Orem 44
Dublin 42
Montreal 40
Hanoi 39
Munich 39
São Paulo 38
Pescara 37
Ancona 34
Dong Ket 33
Nanchang 33
Guangzhou 30
Chennai 27
Elk Grove Village 27
San Diego 27
Tampa 27
Atlanta 26
Denver 26
Redondo Beach 26
Frankfurt am Main 24
Pisa 23
Tianjin 22
Marche 21
Turku 21
Ardabil 19
Kunming 19
Perugia 19
Poplar 19
Sterling 19
Stockholm 19
Tokyo 18
Washington 18
Amsterdam 17
Phoenix 17
Jiaxing 16
Jinan 16
Napoli 16
Nuremberg 16
Tavullia 16
Augusta 15
Brooklyn 15
New Delhi 15
Pesaro 15
Shenyang 15
Ascoli Piceno 14
Bari 14
Düsseldorf 14
Haiphong 14
Lancaster 14
Leawood 14
Manchester 14
Orange 14
Totale 9.157
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Nome #
Preliminary results from push-and-release tests of a base-isolated building in Camerino, Italy 571
Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion 338
Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations 281
Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde 260
Analytical evaluation of impedances and kinematic response of inclined piles 254
Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati 240
Controlled deformability partition wall with vibration-induced energy dissipation 239
Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence 236
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT 236
Higher order model for the seismic response of bridge embankments 234
Un modello analitico per l’interazione cinematica di pali singoli inclinati 232
A numerical model for the dynamic analysis of inclined pile groups 221
Soil-structure interaction effects in single bridge piers founded on inclined pile groups 220
A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations 217
2D higher order model for the dynamic analysis of bridge embankments 214
Banco con struttura a telai accoppiati con funzione protettiva in caso di sisma 210
Artificial neural networks for the evaluation of impedance functions of inclined pile groups 207
A New Methodology for the Diagnosis and Monitoring ofBridges Under Slow Deformation Phenomena 206
Prime analisi e considerazioni circa i danni rilevati al patrimonio culturale delle Marche a valle del terremoto del Centro Italia (2016) 205
RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO) 199
A WINKLER MODEL FOR THE SEISMIC ANALYSIS OF STRUCTURES ON CAISSON FOUNDATIONS 198
Empirical predictive model for seismic damage of historical churches 194
SUPPORT SYSTEM FOR PARTITION WALLS 191
Nonlinear Seismic Analysis of Innovative Steel Frames with Infill Walls 184
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation 184
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy) 183
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes 181
Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche) 170
Falso storico o Falso estetico? La sostituzione dei materiali lapidei degradati nel loggiato di Palazzo Ducale a Camerino 169
Benefits of inclined pile foundations in earthquake resistant design of bridges 169
A 3D numerical model for the dynamic analysis of pile groups with inclined piles 168
APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES 156
Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts 150
Soil-structure interaction effects on the seismic response of multi-span viaducts 149
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia 146
Dynamic stiffness and kinematic response of bridge embankments 144
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
Numerical and Simplified Methods for Soil-pile Interaction Analysis 144
A simplified elastic analysis of tunnel-piled structure interaction 143
First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers 142
Impedances of inclined piles: an analytical solution 141
Empirical predictive model for seismic damage and economic losses of Italian school building heritage 140
Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis 139
IN SITU PUSHOVER TESTS ON UNSTRENGTHENED AND CRM STRENGTHENED MASONRY BUILDINGS. PRELIMINARY RESULTS 138
A Model for the Dynamic Analysis of Inclined Pile Groups 138
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils 138
Risposta sismica di pile fondate su gruppi di pali inclinati 137
Dynamic analysis of battered pile groups 136
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence 136
Push ‘o ver: in situ pushover tests on as built and strengthened existing brickwork constructions 134
A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations 134
A Multidisciplinary approach for monitoring the conservation state of the sandstones of the Palazzo Ducale in Camerino (MC) 134
Design procedure and analysis of innovative steel frames with reinforced concrete infill walls 131
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES 130
Push-and-release tests of a steel building with hybrid base isolation 130
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines 129
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts 128
Dynamic Analysis of Inclined Piles 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 128
Preliminary results in the automated detection of operational modal properties of the Portico Varano in the Camerino Ducal Palace 126
Risposta Sismica di Pile da Ponte Fondate su Gruppi di Pali Inclinati. 126
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE 123
A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils 122
Seismic response of viaducts accounting for soil-structure interaction 121
Evaluation of structural capacity in the case of time-dependent point-sources 121
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016) 118
The risk assessment of the Vallicelle district located in Camerino 118
EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS 114
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 113
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network 110
Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation 108
S.A.F.E. Design sostenibile di sistemi di arredo intelligenti con funzione salva-vita durante eventi sismici 106
An Artificial Neural Network for the prediction of the structural and foundational attention class of bridges according to the Italian Guidelines 104
Winkler model for predicting the dynamic response of caisson foundations 104
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 102
MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 102
Seismic response of bridge piers founded on inclined pile groups 101
Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali 100
Seismic soil-structure-interaction of multi-span bridges with continuous deck 99
Open Day Event Agenda_Progetto ARCH 96
Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy) 96
Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction 95
Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response 94
SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY) 94
A simplified InSAR-based approach to assess subsidence-induced impacts: the Hamburg protected area 90
Application of Italian Guidelines for structural-foundational and seismic risk classification of bridges: the Fabre experience on a large bridge inventory 89
null 88
Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations 88
Field tests on micropiles under dynamic lateral loading 87
Influence of time-dependent seismic hazard on structural design 83
Preliminary structural health monitoring results of a hybrid base-isolated building in Camerino, Italy 80
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 79
Influence of tectonic deformation on the mechanical properties of calcareous rocks: drawbacks of the non-destructive techniques 78
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. 75
Push ‘o ver: a pushover test program on an existing brickwork construction 70
The Development and Statistical Analysis of a Material Strength Database of Existing Italian Prestressed Concrete Bridges 66
The Integration of a Multidomain Monitoring Platform with Structural Data: A Building Case Study 65
Vision-based dynamic monitoring of a post-tensioned concrete bridge under vehicular traffic 65
A multi-scenario approach for structural health monitoring of existing bridges 63
Observed damage and empirical predictive model of the school building heritage of the Marche region 60
Totale 14.817
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Categoria #
all - tutte 65.310
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 65.310
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022576 0 0 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
2026/2027647 341 216 90 0 0 0 0 0 0 0 0 0
Totale 15.586