IRIS
CLEMENTI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 6.511
EU - Europa 4.250
AS - Asia 1.630
SA - Sud America 193
AF - Africa 73
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 9
Totale 12.677
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Nazione #
US - Stati Uniti d'America 6.481
IT - Italia 1.518
SG - Singapore 599
IE - Irlanda 485
UA - Ucraina 469
DE - Germania 404
RU - Federazione Russa 397
CN - Cina 396
HK - Hong Kong 317
SE - Svezia 304
BR - Brasile 165
FR - Francia 160
DK - Danimarca 130
TR - Turchia 118
FI - Finlandia 92
GB - Regno Unito 75
KR - Corea 68
IN - India 56
NL - Olanda 47
CI - Costa d'Avorio 39
EE - Estonia 36
BE - Belgio 27
RO - Romania 22
CA - Canada 20
DZ - Algeria 20
PL - Polonia 18
AT - Austria 17
PK - Pakistan 11
IR - Iran 10
EU - Europa 9
JP - Giappone 9
CH - Svizzera 8
MA - Marocco 8
PT - Portogallo 8
GR - Grecia 7
VN - Vietnam 7
AE - Emirati Arabi Uniti 6
AR - Argentina 6
MX - Messico 6
NZ - Nuova Zelanda 6
PE - Perù 6
UZ - Uzbekistan 5
BG - Bulgaria 4
EC - Ecuador 4
ES - Italia 4
HR - Croazia 4
IQ - Iraq 4
LT - Lituania 4
PH - Filippine 4
AU - Australia 3
BD - Bangladesh 3
BO - Bolivia 3
CO - Colombia 3
UY - Uruguay 3
AO - Angola 2
CZ - Repubblica Ceca 2
JO - Giordania 2
NP - Nepal 2
OM - Oman 2
RS - Serbia 2
SN - Senegal 2
XK - ???statistics.table.value.countryCode.XK??? 2
ZA - Sudafrica 2
AM - Armenia 1
AZ - Azerbaigian 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
CL - Cile 1
CR - Costa Rica 1
CY - Cipro 1
GE - Georgia 1
GT - Guatemala 1
HU - Ungheria 1
IS - Islanda 1
KG - Kirghizistan 1
KH - Cambogia 1
KZ - Kazakistan 1
LU - Lussemburgo 1
LV - Lettonia 1
MY - Malesia 1
NI - Nicaragua 1
PY - Paraguay 1
SA - Arabia Saudita 1
SI - Slovenia 1
SV - El Salvador 1
TW - Taiwan 1
VE - Venezuela 1
Totale 12.677
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Città #
Chandler 959
Jacksonville 537
Fairfield 515
Dublin 475
Ashburn 412
Singapore 329
Boardman 321
Des Moines 319
Hong Kong 315
Houston 259
Wilmington 230
Seattle 216
New York 208
Woodbridge 201
Ann Arbor 200
Centro 177
Cambridge 175
Lawrence 140
Princeton 140
San Mateo 127
Studio City 124
Redmond 123
Marche 111
The Dalles 94
Moscow 92
San Diego 83
Turin 81
Ancona 73
Beijing 58
Fabriano 52
Pune 44
Milan 41
Rome 41
Shanghai 40
Abidjan 39
Helsinki 38
San Marcello 38
Los Angeles 36
Matelica 36
Washington 29
Guangzhou 27
Brussels 25
Dallas 25
Santa Clara 22
Amsterdam 21
Montpellier 20
Norwalk 20
Porto San Giorgio 20
London 19
Napoli 19
Naples 15
Osimo 15
São Paulo 15
Wuhan 14
Argenta 13
Ascoli Piceno 12
Pesaro 12
Montreal 11
Tortoreto 11
Wuxi 11
Bologna 10
Castelfidardo 10
Vienna 10
Castelraimondo 9
Florence 9
Kilburn 9
Shenzhen 9
Belo Horizonte 8
Falconara Marittima 8
L'aquila 8
Nanjing 8
Nuremberg 8
Redwood City 8
Camerino 7
Council Bluffs 7
Fano 7
Jiaxing 7
Kraków 7
New Bedfont 7
Ottawa 7
Padova 7
San Benedetto Del Tronto 7
San Giorgio A Cremano 7
Staffolo 7
Tolentino 7
Aversa 6
Cagliari 6
Campofilone 6
Casoria 6
Cava De' Tirreni 6
Chengdu 6
Hounslow 6
Istanbul 6
Morrovalle 6
Pavia 6
Rimini 6
Rio de Janeiro 6
Senigallia 6
Boydton 5
Caserta 5
Totale 8.161
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Nome #
Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network 408
Sustainable Engineering for Resilient Built and Natural Environments 248
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 157
Expeditious damage index for arched structures based on dynamic identification testing 154
Flood impact on masonry buildings: The effect of flow characteristics and incidence angle 139
FEM analyses of a monumental building using a smeared approach for the fracture energy 138
Vibration-based SHM of ordinary buildings: Detection and quantification of structural damage 136
Seismic performance of precast reinforced concrete buildings with dowel pin connections 134
Post-World War II Italian school buildings: typical and specific seismic vulnerabilities 133
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model 130
Simple mechanical model of curved beams by a 3D approach 127
Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy) 123
1:1 internal resonance in a two d.o.f. complete system: a comprehensive analysis and its possible exploitation for design 122
Nonlinear free dynamics of a two-layer composite beam with different boundary conditions 120
A Genetic Algorithm Procedure for the Automatic Updating of FEM Based on Ambient Vibration Tests 119
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint 118
Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) 118
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: a review 111
Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower 109
Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method 107
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness 106
Advanced Seismic Analyses of “Apennine Churches” Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics Method 106
Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower 105
On the nonlinear behaviour of unfired dry earth 105
Comparing Nonlinear Free Vibrations of Timoshenko Beams with Mechanical or Geometric Curvature Definition 104
Damage Assessment by Numerical Modeling of Sant'Agostino's Sanctuary in Offida During the Central Italy 2016–2017 Seismic Sequence 104
TECNICHE DI IDENTIFICAZIONE MODALE PER L’ANALISI STRUTTURALE. L’evoluzione del comportamento dinamico di un edificio scolastico in cemento armato soggetto a miglioramento sismico 103
Evaluation of different approaches for the seismic vulnerability assessment of RC structures 102
Dynamic Parameters Identification of Structural Laminated Glass 102
Fracture characteristics of unfired earth 101
Damage detection in a precast structure subjected to an earthquake: A numerical approach 101
On the experimental determination of dynamical properties of laminated glass 99
Caratteristiche Tipologiche e Vulnerabilità Sismiche degli Edifici Scolastici costruiti in Italia nel Secondo Dopoguerra 99
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling 98
Reply to the Discussion on ‘A comprehensive analysis of hardening/softening behavior of shearable planar beams with whatever axial boundary constraint’, by D. Genovese 98
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention 97
Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification 97
An experimental study on damage evolution of unfired dry earth under compression 96
Tracking modal parameters evolution of a school building during retrofitting works 96
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults 96
Dry masonry strengthening through basalt fibre ropes: Experimental results versus out-of-plane actions 95
Experimental assessment of concrete compressive strength in old existing RC buildings: a possible way to reduce the dispersion of DT results 95
Cultural Heritage and Earthquake: The Case Study of “Santa Maria Della Carità” in Ascoli Piceno 94
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona 94
FLOOD IMPACTS ON BUILDINGS: FIRST EXPERIMENTAL AND NUMERICAL RESULTS 94
A mechanical characterization of unfired dry earth: ultimate strength, damage and fracture parameters 93
Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights 93
Advanced seismic analyses of "Apennine churches" stroked by the central Italy earthquakes of 2016 by the non-smooth contact dynamics method 92
Damage assessment of san francesco church in amandola hit by central Italy 2016-2017 seismic event 92
Nonlinear vibrations of non-uniform beams 91
One-year monitoring of a reinforced concrete school building: Evolution of dynamic behavior during retrofitting works 91
Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event 91
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models 90
Effectiveness of textile reinforced mortar (TRM) materials in preventing seismic-induced damage in a U-shaped masonry structure submitted to pseudo-dynamic excitations 89
Model Updating of Historical Belfries Based on Oma Identification Techniques 89
Structural health monitoring applications with wireless sensors on an historical masonry building 87
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels 87
Seismic assessment of existing precast concrete buildings: Influence of deformable connections 86
Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method 86
From TLS to FE analysis: points cloud exploitation for structural behaviour definition. The San Ciriaco's bell tower 86
Free vibrations of a two-layer nonlinear composite beam with different boundary conditions 85
Preliminary study of the influence of different modelling choices and materials properties uncertainties on the seismic assessment of an existing RC school building 84
Tracking modal parameter evolution ofdifferent cultural heritage structures damaged by central Italy earthquake of 2016 83
Application of a Non-Invasive Technique for the Preservation of a Fortified Masonry Tower 83
I compositi nell’ingegneria strutturale 82
The modelling of multiple leaf masonry walls of the arquata del tronto fortress as a non-smooth dynamical system 82
Damage assessment of churches in the city of camerino after the 2016 central Italy seismic sequence 82
FE vs. DE modeling for the nonlinear dynamics of a historic church in central Italy 82
The Use of the Fitting Time Histories Method to Detect the Nonlinear Behaviour of Laminated Glass 81
Static and dynamic testing of highway bridges: a best practice example 81
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight 81
Modal-based FE model updating via genetic algorithms: Exploiting artificial intelligence to build realistic numerical models of historical structures 81
Revealing nonlinear dynamical behaviour of laminated glass 80
Un modello meccanico tridimensionale per lo studio di travi curve 79
Seismic behavior of an Italian Renaissance Sanctuary: Damage assessment by numerical modelling 79
Analisi delle vulnerabilità sismiche locali 79
Tracking Modal Parameter Evolution of Different Cultural Heritage Structure Damaged by Central Italy Earthquake of 2016 79
Damage assessment by the non-smooth contact dynamics method of the iconic crumbling of the clock tower in Amatrice after the 2016 Central Italy seismic sequence 78
Axial-transversal coupling in the nonlinear dynamics of a beam with an inclined roller 77
Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method 76
Seismic assessment of cultural heritage: Nonlinear 3D analyses of “Santa Maria della Carità” in Ascoli Piceno 76
The non-smooth contact dynamics method for the analysis of an ancient masonry tower 76
Simple formulas for the natural frequencies of non-uniform cables and beams 75
Vulnerability reduction of existing buildings and design of new structures in seismic area 75
Structural Health Monitoring of Architectural Heritage: From the past to the Future Advances 75
“Scaglia Rossa” experimental campaign and model updating for numerical damage evaluation 75
Failure Analysis of Apennine Masonry Churches Severely Damaged during the 2016 Central Italy Seismic Sequence 74
On flexural vibrations of shear deformable laminated beams 73
Historic masonry buildings and global modelling through the EFM: comparison between numerical simulation and real behaviour through a case study 73
Mechanical characterization of unfired earth via numerical assessment of the experimental data 73
Vibration-Based SHM of ordinary Building: Detection and Quantification of Structural Damage 72
FREQUENZE PROPRIE E COMPORTAMENTO ACUSTICO DI VETRATE DI SICUREZZA IN APPLICAZIONI EDILI 72
Identification and calibration of the structural model of historical masonry building damaged during the 2016 Italian earthquakes: The case study of Palazzo del Podestà in Montelupone 72
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study 72
POINT CLOUD EXPLOITATION FOR STRUCTURAL MODELING AND ANALYSIS: A RELIABLE WORKFLOW 72
Nonlinear analyses and failure patterns of typical masonry school buildings in the epicentral zone of the 2016 Italian earthquakes 71
The Non-smooth Dynamics of Multiple Leaf Masonry Walls of the Arquata Del Tronto Fortress 71
The non-smooth story of different masonry towers damaged by the central Italy seismic sequence of 2016 71
Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition 71
Experimental determination of the fracture properties of unfired dry earth 70
Totale 9.854
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Categoria #
all - tutte 79.639
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 79.639
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020278 0 0 0 0 0 0 0 0 0 0 102 176
2020/20212.215 254 222 262 13 258 169 210 122 213 196 224 72
2021/20221.382 107 296 44 34 29 94 76 75 88 76 185 278
2022/20232.581 219 289 212 228 146 561 16 148 534 30 140 58
2023/20241.841 236 50 205 188 263 396 35 73 18 45 39 293
2024/20252.474 301 253 127 84 139 174 293 134 657 228 84 0
Totale 13.241