IRIS
CLEMENTI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 6.313
EU - Europa 3.549
AS - Asia 975
AF - Africa 64
SA - Sud America 11
Continente sconosciuto - Info sul continente non disponibili 9
OC - Oceania 8
Totale 10.929
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Nazione #
US - Stati Uniti d'America 6.293
IT - Italia 1.370
IE - Irlanda 484
UA - Ucraina 461
SG - Singapore 392
DE - Germania 382
CN - Cina 323
SE - Svezia 304
FR - Francia 157
DK - Danimarca 130
TR - Turchia 110
GB - Regno Unito 75
FI - Finlandia 68
KR - Corea 68
IN - India 52
CI - Costa d'Avorio 38
BE - Belgio 27
NL - Olanda 23
DZ - Algeria 20
CA - Canada 18
PL - Polonia 17
RO - Romania 14
EU - Europa 9
IR - Iran 9
CH - Svizzera 6
JP - Giappone 6
BR - Brasile 5
GR - Grecia 5
NZ - Nuova Zelanda 5
PT - Portogallo 5
RU - Federazione Russa 5
ES - Italia 4
MA - Marocco 4
PE - Perù 4
AT - Austria 3
AU - Australia 3
HR - Croazia 3
PK - Pakistan 3
AO - Angola 2
BG - Bulgaria 2
CO - Colombia 2
HK - Hong Kong 2
MX - Messico 2
NP - Nepal 2
PH - Filippine 2
RS - Serbia 2
AE - Emirati Arabi Uniti 1
CY - Cipro 1
CZ - Repubblica Ceca 1
HU - Ungheria 1
IQ - Iraq 1
KZ - Kazakistan 1
TW - Taiwan 1
VN - Vietnam 1
Totale 10.929
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Città #
Chandler 959
Jacksonville 537
Fairfield 515
Dublin 474
Ashburn 410
Boardman 322
Des Moines 315
Houston 259
Wilmington 230
Seattle 215
New York 207
Woodbridge 201
Ann Arbor 200
Singapore 183
Centro 177
Cambridge 175
Lawrence 140
Princeton 140
San Mateo 127
Studio City 124
Redmond 123
Marche 111
San Diego 82
Turin 81
Beijing 58
Fabriano 51
Pune 44
Abidjan 38
San Marcello 38
Shanghai 36
Ancona 35
Matelica 34
Milan 31
Washington 29
Rome 28
Dallas 26
Brussels 25
Los Angeles 25
Guangzhou 21
Helsinki 20
Montpellier 20
Norwalk 20
Porto San Giorgio 20
London 19
Napoli 19
Santa Clara 17
Osimo 15
Amsterdam 14
Argenta 13
Wuhan 13
Ascoli Piceno 12
Pesaro 12
Tortoreto 11
Wuxi 11
Bologna 10
Kilburn 9
Montreal 9
L'aquila 8
Nanjing 8
Redwood City 8
Camerino 7
Castelfidardo 7
Fano 7
Florence 7
Jiaxing 7
Kraków 7
Naples 7
New Bedfont 7
Ottawa 7
San Benedetto Del Tronto 7
San Giorgio A Cremano 7
Shenzhen 7
Staffolo 7
Tolentino 7
Cagliari 6
Campofilone 6
Casoria 6
Cava De' Tirreni 6
Chengdu 6
Hounslow 6
Morrovalle 6
Pavia 6
Rimini 6
Boydton 5
Caserta 5
Citta Sant'angelo 5
Macerata 5
Pieve Torina 5
Pozzoleone 5
Senigallia 5
Aversa 4
Council Bluffs 4
Falconara Marittima 4
Fuzhou 4
Imola 4
Istanbul 4
Jinhua 4
Kilkis 4
Padova 4
Perugia 4
Totale 7.341
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Nome #
Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network 399
Sustainable Engineering for Resilient Built and Natural Environments 226
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 144
Expeditious damage index for arched structures based on dynamic identification testing 140
Seismic performance of precast reinforced concrete buildings with dowel pin connections 129
Flood impact on masonry buildings: The effect of flow characteristics and incidence angle 127
Vibration-based SHM of ordinary buildings: Detection and quantification of structural damage 126
Simple mechanical model of curved beams by a 3D approach 121
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model 121
Post-World War II Italian school buildings: typical and specific seismic vulnerabilities 117
Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) 113
Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy) 111
Nonlinear free dynamics of a two-layer composite beam with different boundary conditions 109
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint 107
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness 102
On the nonlinear behaviour of unfired dry earth 101
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: a review 98
Fracture characteristics of unfired earth 97
Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower 97
TECNICHE DI IDENTIFICAZIONE MODALE PER L’ANALISI STRUTTURALE. L’evoluzione del comportamento dinamico di un edificio scolastico in cemento armato soggetto a miglioramento sismico 96
1:1 internal resonance in a two d.o.f. complete system: a comprehensive analysis and its possible exploitation for design 95
A Genetic Algorithm Procedure for the Automatic Updating of FEM Based on Ambient Vibration Tests 95
Dynamic Parameters Identification of Structural Laminated Glass 94
Damage detection in a precast structure subjected to an earthquake: A numerical approach 93
FEM analyses of a monumental building using a smeared approach for the fracture energy 92
Cultural Heritage and Earthquake: The Case Study of “Santa Maria Della Carità” in Ascoli Piceno 92
Reply to the Discussion on ‘A comprehensive analysis of hardening/softening behavior of shearable planar beams with whatever axial boundary constraint’, by D. Genovese 92
On the experimental determination of dynamical properties of laminated glass 91
Advanced Seismic Analyses of “Apennine Churches” Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics Method 91
Evaluation of different approaches for the seismic vulnerability assessment of RC structures 91
Dry masonry strengthening through basalt fibre ropes: Experimental results versus out-of-plane actions 90
Comparing Nonlinear Free Vibrations of Timoshenko Beams with Mechanical or Geometric Curvature Definition 90
Damage Assessment by Numerical Modeling of Sant'Agostino's Sanctuary in Offida During the Central Italy 2016–2017 Seismic Sequence 89
Tracking modal parameters evolution of a school building during retrofitting works 88
Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method 88
An experimental study on damage evolution of unfired dry earth under compression 87
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling 87
Caratteristiche Tipologiche e Vulnerabilità Sismiche degli Edifici Scolastici costruiti in Italia nel Secondo Dopoguerra 87
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults 87
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models 86
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona 86
Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower 86
Nonlinear vibrations of non-uniform beams 85
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention 85
Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification 85
null 85
Damage assessment of san francesco church in amandola hit by central Italy 2016-2017 seismic event 85
Experimental assessment of concrete compressive strength in old existing RC buildings: a possible way to reduce the dispersion of DT results 84
FLOOD IMPACTS ON BUILDINGS: FIRST EXPERIMENTAL AND NUMERICAL RESULTS 83
Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights 83
A mechanical characterization of unfired dry earth: ultimate strength, damage and fracture parameters 82
One-year monitoring of a reinforced concrete school building: Evolution of dynamic behavior during retrofitting works 81
Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event 80
Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method 80
Advanced seismic analyses of "Apennine churches" stroked by the central Italy earthquakes of 2016 by the non-smooth contact dynamics method 80
From TLS to FE analysis: points cloud exploitation for structural behaviour definition. The San Ciriaco's bell tower 79
I compositi nell’ingegneria strutturale 78
The modelling of multiple leaf masonry walls of the arquata del tronto fortress as a non-smooth dynamical system 78
Seismic assessment of existing precast concrete buildings: Influence of deformable connections 77
Damage assessment of churches in the city of camerino after the 2016 central Italy seismic sequence 77
Free vibrations of a two-layer nonlinear composite beam with different boundary conditions 75
Un modello meccanico tridimensionale per lo studio di travi curve 74
Seismic behavior of an Italian Renaissance Sanctuary: Damage assessment by numerical modelling 74
Model Updating of Historical Belfries Based on Oma Identification Techniques 74
FE vs. DE modeling for the nonlinear dynamics of a historic church in central Italy 74
The Use of the Fitting Time Histories Method to Detect the Nonlinear Behaviour of Laminated Glass 73
Preliminary study of the influence of different modelling choices and materials properties uncertainties on the seismic assessment of an existing RC school building 73
Axial-transversal coupling in the nonlinear dynamics of a beam with an inclined roller 73
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 73
Tracking modal parameter evolution ofdifferent cultural heritage structures damaged by central Italy earthquake of 2016 73
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels 72
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight 72
Analisi delle vulnerabilità sismiche locali 71
The non-smooth contact dynamics method for the analysis of an ancient masonry tower 71
Failure Analysis of Apennine Masonry Churches Severely Damaged during the 2016 Central Italy Seismic Sequence 71
Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method 70
Structural health monitoring applications with wireless sensors on an historical masonry building 70
Static and dynamic testing of highway bridges: a best practice example 70
Simple formulas for the natural frequencies of non-uniform cables and beams 69
Mechanical characterization of unfired earth via numerical assessment of the experimental data 69
Structural Health Monitoring of Architectural Heritage: From the past to the Future Advances 69
Vibration-Based SHM of ordinary Building: Detection and Quantification of Structural Damage 68
Revealing nonlinear dynamical behaviour of laminated glass 68
Seismic assessment of cultural heritage: Nonlinear 3D analyses of “Santa Maria della Carità” in Ascoli Piceno 68
Tracking Modal Parameter Evolution of Different Cultural Heritage Structure Damaged by Central Italy Earthquake of 2016 68
On flexural vibrations of shear deformable laminated beams 67
The Influence of Dowel-Pin Connections on the Seismic Fragility Assessment of RC Precast Industrial Buildings 67
Application of a Non-Invasive Technique for the Preservation of a Fortified Masonry Tower 67
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 65
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study 65
Damage survey and advanced seismic analyses of different masonry churches after the central Italy earthquake of 2016 65
Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition 65
Modelling and analysis of an ancient monastery under earthquake loading: assessment of seismic resistance 64
The NSCD method for dynamic analyses of ancient masonry tower under transversal dynamic loadings 64
Vulnerability reduction of existing buildings and design of new structures in seismic area 64
Nonlinear analyses and failure patterns of typical masonry school buildings in the epicentral zone of the 2016 Italian earthquakes 64
The Non-smooth Dynamics of Multiple Leaf Masonry Walls of the Arquata Del Tronto Fortress 64
“Scaglia Rossa” experimental campaign and model updating for numerical damage evaluation 64
Experimental determination of the fracture properties of unfired dry earth 63
Combining operational modal analysis and genetic algorithms to understand the actual structural behavior of historical constructions 63
Totale 8.878
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Categoria #
all - tutte 67.138
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 67.138
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020904 0 0 0 16 122 39 166 47 158 78 102 176
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
2023/20241.842 236 50 205 188 263 396 35 73 18 45 40 293
2024/2025683 301 255 127 0 0 0 0 0 0 0 0 0
Totale 11.451