IRIS
CLEMENTI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 11.603
EU - Europa 5.631
AS - Asia 5.231
SA - Sud America 1.067
AF - Africa 219
Continente sconosciuto - Info sul continente non disponibili 14
OC - Oceania 14
Totale 23.779
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Nazione #
US - Stati Uniti d'America 11.368
SG - Singapore 1.928
IT - Italia 1.863
VN - Vietnam 1.162
CN - Cina 870
BR - Brasile 813
RU - Federazione Russa 795
IE - Irlanda 492
DE - Germania 489
UA - Ucraina 483
HK - Hong Kong 406
FR - Francia 362
SE - Svezia 342
GB - Regno Unito 166
IN - India 159
TR - Turchia 157
DK - Danimarca 131
FI - Finlandia 128
CA - Canada 121
BD - Bangladesh 98
AR - Argentina 84
NL - Olanda 84
MX - Messico 73
KR - Corea 71
IQ - Iraq 52
PL - Polonia 51
CI - Costa d'Avorio 50
ZA - Sudafrica 48
JP - Giappone 46
DZ - Algeria 39
EC - Ecuador 38
CO - Colombia 37
EE - Estonia 36
ID - Indonesia 35
PH - Filippine 34
PK - Pakistan 32
ES - Italia 30
RO - Romania 29
BE - Belgio 28
AT - Austria 26
MA - Marocco 26
UZ - Uzbekistan 22
PY - Paraguay 20
CL - Cile 19
AE - Emirati Arabi Uniti 18
PE - Perù 18
IR - Iran 17
LT - Lituania 16
VE - Venezuela 16
UY - Uruguay 15
KE - Kenya 14
PT - Portogallo 14
MY - Malesia 13
CH - Svizzera 11
EG - Egitto 11
TW - Taiwan 11
BG - Bulgaria 10
TH - Thailandia 10
EU - Europa 9
SA - Arabia Saudita 9
AZ - Azerbaigian 8
GR - Grecia 8
JO - Giordania 8
NP - Nepal 8
SN - Senegal 8
AU - Australia 7
CR - Costa Rica 7
NZ - Nuova Zelanda 7
AM - Armenia 6
BO - Bolivia 6
HR - Croazia 6
JM - Giamaica 6
LB - Libano 6
OM - Oman 6
PS - Palestinian Territory 6
TN - Tunisia 6
BH - Bahrain 5
HU - Ungheria 5
IL - Israele 5
PA - Panama 5
RS - Serbia 5
CZ - Repubblica Ceca 4
ET - Etiopia 4
HN - Honduras 4
NI - Nicaragua 4
AL - Albania 3
AO - Angola 3
BB - Barbados 3
BY - Bielorussia 3
DO - Repubblica Dominicana 3
GE - Georgia 3
KH - Cambogia 3
KZ - Kazakistan 3
LY - Libia 3
NG - Nigeria 3
SV - El Salvador 3
XK - ???statistics.table.value.countryCode.XK??? 3
ZM - Zambia 3
BA - Bosnia-Erzegovina 2
BN - Brunei Darussalam 2
Totale 23.748
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Città #
Ashburn 1.951
Dallas 1.301
Singapore 1.210
Chandler 959
San Jose 569
Jacksonville 545
Fairfield 515
Dublin 478
Hong Kong 391
Ho Chi Minh City 370
Boardman 325
Des Moines 323
New York 297
Houston 276
Hanoi 262
Wilmington 233
The Dalles 229
Seattle 223
Woodbridge 201
Ann Arbor 200
Beijing 191
Centro 178
Cambridge 175
Los Angeles 163
Lauterbourg 161
Lawrence 140
Princeton 140
Moscow 131
San Mateo 127
Studio City 124
Redmond 123
Marche 111
Ancona 104
Milan 102
Turin 85
San Diego 83
São Paulo 78
Hefei 72
Rome 64
Orem 62
Da Nang 59
Santa Clara 58
Montreal 56
Buffalo 54
Fabriano 52
Munich 52
Chicago 51
Abidjan 50
Haiphong 49
London 48
Shanghai 47
Pune 45
Helsinki 44
Chennai 42
Tokyo 40
San Marcello 38
Washington 38
Columbus 37
Matelica 37
Council Bluffs 36
Stockholm 35
Amsterdam 34
Guangzhou 34
Denver 33
Turku 33
Brooklyn 31
Naples 31
Johannesburg 30
Ogden 30
Warsaw 30
Biên Hòa 28
Mexico City 27
Atlanta 26
Brussels 25
Boston 24
Pesaro 23
Rio de Janeiro 22
Hải Dương 21
Tashkent 21
Montpellier 20
Norwalk 20
Porto San Giorgio 20
Napoli 19
Poplar 19
Mumbai 18
Osimo 18
Baghdad 17
Belo Horizonte 17
Brasília 17
Can Tho 17
Phoenix 17
Frankfurt am Main 16
Manchester 16
Toronto 16
Vienna 16
Ankara 15
Ascoli Piceno 15
Florence 15
Salt Lake City 15
Wuhan 15
Totale 15.101
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Nome #
Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network 482
Sustainable Engineering for Resilient Built and Natural Environments 320
Cost-Effective Vibration Monitoring for Anomaly Detection and Localization in Existing Structures 279
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 272
Decoding the Dynamic Behavior of Twin Church Bell Towers Through Ambient Vibration Analysis 268
1:1 internal resonance in a two d.o.f. complete system: a comprehensive analysis and its possible exploitation for design 232
The Key Role of Structural Health Monitoring as a Control Tool in the Post-earthquake Recovery Phase of Damaged Heritage Buildings: The Case Study of “Collegiata di Santa Maria” in Visso, Italy 226
A Genetic Algorithm Procedure for the Automatic Updating of FEM Based on Ambient Vibration Tests 215
Flood impact on masonry buildings: The effect of flow characteristics and incidence angle 212
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model 201
Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower 196
Vibration-based SHM of ordinary buildings: Detection and quantification of structural damage 195
Seismic performance of precast reinforced concrete buildings with dowel pin connections 193
Expeditious damage index for arched structures based on dynamic identification testing 191
FEM analyses of a monumental building using a smeared approach for the fracture energy 190
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint 188
Seismic vulnerability assessment and structural analysis of the church of Santa Maria di Piazza (Ostra Vetere, Italy) 186
Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower 182
Advanced seismic analyses of "Apennine churches" stroked by the central Italy earthquakes of 2016 by the non-smooth contact dynamics method 177
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels 177
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling 175
Nonlinear free dynamics of a two-layer composite beam with different boundary conditions 174
Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification 174
Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy) 171
Advanced Seismic Analyses of “Apennine Churches” Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics Method 171
Mechanical characterization of “Scaglia Rossa” stone masonry through experimental and numerical analyses 171
Low-cost vibration monitoring for anomaly detection and localization on masonry towers 170
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults 170
Damage assessment of san francesco church in amandola hit by central Italy 2016-2017 seismic event 170
Caratteristiche Tipologiche e Vulnerabilità Sismiche degli Edifici Scolastici costruiti in Italia nel Secondo Dopoguerra 169
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: a review 168
Evaluation of different approaches for the seismic vulnerability assessment of RC structures 168
Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method 167
Post-World War II Italian school buildings: typical and specific seismic vulnerabilities 166
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention 165
TECNICHE DI IDENTIFICAZIONE MODALE PER L’ANALISI STRUTTURALE. L’evoluzione del comportamento dinamico di un edificio scolastico in cemento armato soggetto a miglioramento sismico 163
Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) 162
On the nonlinear behaviour of unfired dry earth 162
Application of a Non-Invasive Technique for the Preservation of a Fortified Masonry Tower 162
DIFFERENT MODELING APPROACHES APPLIED TO A RESILIENT MASONRY STRUCTURE 161
Experimental assessment of concrete compressive strength in old existing RC buildings: a possible way to reduce the dispersion of DT results 161
Tracking modal parameters evolution of a school building during retrofitting works 160
Damage Assessment by Numerical Modeling of Sant'Agostino's Sanctuary in Offida During the Central Italy 2016–2017 Seismic Sequence 159
Simple mechanical model of curved beams by a 3D approach 158
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness 158
A mechanical characterization of unfired dry earth: ultimate strength, damage and fracture parameters 155
An experimental study on damage evolution of unfired dry earth under compression 155
POINT CLOUD EXPLOITATION FOR STRUCTURAL MODELING AND ANALYSIS: A RELIABLE WORKFLOW 155
Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event 154
Damage detection in a precast structure subjected to an earthquake: A numerical approach 153
Modal-based FE model updating via genetic algorithms: Exploiting artificial intelligence to build realistic numerical models of historical structures 153
Preliminary study of the influence of different modelling choices and materials properties uncertainties on the seismic assessment of an existing RC school building 151
Structural health monitoring applications with wireless sensors on an historical masonry building 149
Damage assessment of churches in the city of camerino after the 2016 central Italy seismic sequence 148
The non-smooth contact dynamics method for the analysis of an ancient masonry tower 147
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona 147
FLOOD IMPACTS ON BUILDINGS: FIRST EXPERIMENTAL AND NUMERICAL RESULTS 147
Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights 147
Comparing Nonlinear Free Vibrations of Timoshenko Beams with Mechanical or Geometric Curvature Definition 146
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models 146
Model Updating of Historical Belfries Based on Oma Identification Techniques 144
Seismic assessment of existing precast concrete buildings: Influence of deformable connections 143
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 143
Dynamic Parameters Identification of Structural Laminated Glass 142
Cultural Heritage and Earthquake: The Case Study of “Santa Maria Della Carità” in Ascoli Piceno 141
One-year monitoring of a reinforced concrete school building: Evolution of dynamic behavior during retrofitting works 140
Axial-transversal coupling in the nonlinear dynamics of a beam with an inclined roller 140
Modal parameters identification on environmental testd of ancient bell towers and validation of their numerical models 139
Fracture characteristics of unfired earth 138
Tracking Modal Parameter Evolution of Different Cultural Heritage Structure Damaged by Central Italy Earthquake of 2016 138
Effectiveness of textile reinforced mortar (TRM) materials in preventing seismic-induced damage in a U-shaped masonry structure submitted to pseudo-dynamic excitations 138
Damage survey and advanced seismic analyses of different masonry churches after the central Italy earthquake of 2016 138
Reply to the Discussion on ‘A comprehensive analysis of hardening/softening behavior of shearable planar beams with whatever axial boundary constraint’, by D. Genovese 138
Combining operational modal analysis and genetic algorithms to understand the actual structural behavior of historical constructions 138
On the experimental determination of dynamical properties of laminated glass 137
“Scaglia Rossa” experimental campaign and model updating for numerical damage evaluation 137
Free vibrations of a two-layer nonlinear composite beam with different boundary conditions 135
The modelling of multiple leaf masonry walls of the arquata del tronto fortress as a non-smooth dynamical system 134
FE vs. DE modeling for the nonlinear dynamics of a historic church in central Italy 134
Continuous and discontinuous descriptions of blocked structures: The case study of Santissimo Crocifisso Church in Pretare (Italy) 134
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy 133
Revealing nonlinear dynamical behaviour of laminated glass 133
Modelling and analysis of an ancient monastery under earthquake loading: assessment of seismic resistance 132
DEM analysis of the effect of bond pattern on the load bearing capacity of barrel vaults under vertical loads 132
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) 131
Static and dynamic testing of highway bridges: a best practice example 130
On the Dynamics of Masonry Church: Discontinuous and Continuous Approaches 129
Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition 128
Analisi delle vulnerabilità sismiche locali 127
Mechanical characterization of unfired earth via numerical assessment of the experimental data 127
Influence of Stereotomy on Discrete Approaches Applied to an Ancient Church in Muccia, Italy 127
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study 126
Nonlinear analyses and failure patterns of typical masonry school buildings in the epicentral zone of the 2016 Italian earthquakes 125
Historic masonry buildings and global modelling through the EFM: comparison between numerical simulation and real behaviour through a case study 125
Tracking modal parameter evolution ofdifferent cultural heritage structures damaged by central Italy earthquake of 2016 125
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight 125
Advanced numerical insights for an effective seismic assessment of historical masonry aggregates 123
Influence of the Shear-Bending Interaction on the Global Capacity of Reinforced Concrete Frames 123
Numerical modeling of a majestic masonry structure: A comparison of advanced techniques 122
Dynamic characterisation and numerical model updating of a historical complex 122
Totale 16.306
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Categoria #
all - tutte 112.525
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 112.525
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202172 0 0 0 0 0 0 0 0 0 0 0 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
2024/20253.067 301 253 127 84 139 174 293 134 657 228 380 297
2025/202610.614 696 965 996 925 1.385 541 1.822 1.008 966 825 217 268
Totale 24.448