IRIS
CLEMENTI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 13.784
EU - Europa 5.931
AS - Asia 5.365
SA - Sud America 1.101
Continente sconosciuto - Info sul continente non disponibili 696
AF - Africa 230
OC - Oceania 16
Totale 27.123
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Nazione #
US - Stati Uniti d'America 13.278
IT - Italia 2.088
SG - Singapore 1.951
VN - Vietnam 1.165
CN - Cina 894
BR - Brasile 830
RU - Federazione Russa 807
DE - Germania 499
IE - Irlanda 493
UA - Ucraina 486
HK - Hong Kong 419
FR - Francia 372
SE - Svezia 342
CA - Canada 213
GB - Regno Unito 178
TR - Turchia 166
IN - India 159
BD - Bangladesh 136
DK - Danimarca 132
FI - Finlandia 128
NL - Olanda 87
AR - Argentina 86
MX - Messico 79
KR - Corea 71
JP - Giappone 56
PL - Polonia 53
IQ - Iraq 52
CI - Costa d'Avorio 50
ZA - Sudafrica 49
CO - Colombia 43
DZ - Algeria 39
EC - Ecuador 39
ES - Italia 39
EE - Estonia 38
PH - Filippine 36
ID - Indonesia 35
PK - Pakistan 32
RO - Romania 32
CR - Costa Rica 29
AT - Austria 28
BE - Belgio 28
MA - Marocco 28
HN - Honduras 26
NI - Nicaragua 23
UZ - Uzbekistan 23
JM - Giamaica 22
PE - Perù 22
CL - Cile 21
PY - Paraguay 21
GT - Guatemala 20
TT - Trinidad e Tobago 20
AE - Emirati Arabi Uniti 19
IR - Iran 18
SV - El Salvador 18
GP - Guadalupe 17
LT - Lituania 17
VE - Venezuela 17
EG - Egitto 15
UY - Uruguay 15
KE - Kenya 14
MY - Malesia 14
PT - Portogallo 14
CW - ???statistics.table.value.countryCode.CW??? 13
PR - Porto Rico 13
TW - Taiwan 12
CH - Svizzera 11
IL - Israele 11
BG - Bulgaria 10
TH - Thailandia 10
AU - Australia 9
EU - Europa 9
GR - Grecia 9
JO - Giordania 9
SA - Arabia Saudita 9
AZ - Azerbaigian 8
NP - Nepal 8
SN - Senegal 8
BB - Barbados 7
NZ - Nuova Zelanda 7
AM - Armenia 6
BO - Bolivia 6
HR - Croazia 6
LB - Libano 6
OM - Oman 6
PS - Palestinian Territory 6
TN - Tunisia 6
BH - Bahrain 5
HU - Ungheria 5
PA - Panama 5
RS - Serbia 5
CZ - Repubblica Ceca 4
ET - Etiopia 4
MK - Macedonia 4
SC - Seychelles 4
AL - Albania 3
AO - Angola 3
BS - Bahamas 3
BY - Bielorussia 3
DO - Repubblica Dominicana 3
GE - Georgia 3
Totale 26.400
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Città #
Ashburn 2.233
Dallas 1.308
Singapore 1.222
Chandler 959
San Jose 649
Council Bluffs 569
Jacksonville 546
Fairfield 515
Dublin 478
Hong Kong 403
Ho Chi Minh City 372
Boardman 325
Des Moines 323
New York 316
Houston 279
Hanoi 263
Wilmington 238
The Dalles 236
Seattle 224
Beijing 204
Woodbridge 202
Ann Arbor 200
Centro 178
Cambridge 175
Los Angeles 173
Lauterbourg 161
Princeton 141
Lawrence 140
Moscow 131
San Mateo 127
Milan 124
Studio City 124
Redmond 123
Marche 111
Ancona 106
Turin 93
Santa Clara 91
São Paulo 85
San Diego 84
Rome 81
Montreal 74
Hefei 72
Orem 64
Chicago 63
Buffalo 60
Da Nang 59
Naples 53
Fabriano 52
Munich 52
Phoenix 51
Abidjan 50
Haiphong 49
London 49
Shanghai 49
Pune 45
Helsinki 44
Chennai 42
Tokyo 40
Washington 39
Columbus 38
Matelica 38
San Marcello 38
Atlanta 37
Amsterdam 35
Denver 35
Stockholm 35
Brooklyn 34
Guangzhou 34
Turku 33
Warsaw 31
Johannesburg 30
Mexico City 30
Ogden 30
Biên Hòa 28
Boston 27
Florence 26
Brussels 25
Pesaro 23
Managua 22
Rio de Janeiro 22
Tashkent 22
Toronto 22
Hải Dương 21
Norwalk 21
San José 21
Montpellier 20
Porto San Giorgio 20
Napoli 19
Poplar 19
San Francisco 19
South Pasadena 19
Belo Horizonte 18
Brasília 18
Istanbul 18
Mumbai 18
Osimo 18
Vienna 18
Baghdad 17
Can Tho 17
Frankfurt am Main 17
Totale 16.352
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Nome #
Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network 486
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: a review 341
Sustainable Engineering for Resilient Built and Natural Environments 328
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 291
Cost-Effective Vibration Monitoring for Anomaly Detection and Localization in Existing Structures 290
Decoding the Dynamic Behavior of Twin Church Bell Towers Through Ambient Vibration Analysis 286
1:1 internal resonance in a two d.o.f. complete system: a comprehensive analysis and its possible exploitation for design 253
Flood impact on masonry buildings: The effect of flow characteristics and incidence angle 246
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 241
A Genetic Algorithm Procedure for the Automatic Updating of FEM Based on Ambient Vibration Tests 229
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model 222
Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower 213
Seismic performance of precast reinforced concrete buildings with dowel pin connections 207
FEM analyses of a monumental building using a smeared approach for the fracture energy 206
Vibration-based SHM of ordinary buildings: Detection and quantification of structural damage 204
Seismic vulnerability assessment and structural analysis of the church of Santa Maria di Piazza (Ostra Vetere, Italy) 201
Expeditious damage index for arched structures based on dynamic identification testing 201
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint 200
Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower 196
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling 195
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels 193
Mechanical characterization of “Scaglia Rossa” stone masonry through experimental and numerical analyses 191
Nonlinear free dynamics of a two-layer composite beam with different boundary conditions 190
Advanced seismic analyses of "Apennine churches" stroked by the central Italy earthquakes of 2016 by the non-smooth contact dynamics method 190
Tracking modal parameters evolution of a school building during retrofitting works 187
Evaluation of different approaches for the seismic vulnerability assessment of RC structures 187
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults 186
Low-cost vibration monitoring for anomaly detection and localization on masonry towers 184
Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy) 183
Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification 183
Caratteristiche Tipologiche e Vulnerabilità Sismiche degli Edifici Scolastici costruiti in Italia nel Secondo Dopoguerra 182
Advanced Seismic Analyses of “Apennine Churches” Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics Method 182
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention 182
Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method 181
TECNICHE DI IDENTIFICAZIONE MODALE PER L’ANALISI STRUTTURALE. L’evoluzione del comportamento dinamico di un edificio scolastico in cemento armato soggetto a miglioramento sismico 180
Damage assessment of san francesco church in amandola hit by central Italy 2016-2017 seismic event 179
Post-World War II Italian school buildings: typical and specific seismic vulnerabilities 178
Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) 176
Preliminary study of the influence of different modelling choices and materials properties uncertainties on the seismic assessment of an existing RC school building 175
A mechanical characterization of unfired dry earth: ultimate strength, damage and fracture parameters 174
On the nonlinear behaviour of unfired dry earth 174
Application of a Non-Invasive Technique for the Preservation of a Fortified Masonry Tower 174
Damage Assessment by Numerical Modeling of Sant'Agostino's Sanctuary in Offida During the Central Italy 2016–2017 Seismic Sequence 172
Modal-based FE model updating via genetic algorithms: Exploiting artificial intelligence to build realistic numerical models of historical structures 172
Experimental assessment of concrete compressive strength in old existing RC buildings: a possible way to reduce the dispersion of DT results 171
DIFFERENT MODELING APPROACHES APPLIED TO A RESILIENT MASONRY STRUCTURE 170
Simple mechanical model of curved beams by a 3D approach 168
An experimental study on damage evolution of unfired dry earth under compression 168
POINT CLOUD EXPLOITATION FOR STRUCTURAL MODELING AND ANALYSIS: A RELIABLE WORKFLOW 168
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness 166
Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event 166
Structural health monitoring applications with wireless sensors on an historical masonry building 163
Damage detection in a precast structure subjected to an earthquake: A numerical approach 163
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona 160
Comparing Nonlinear Free Vibrations of Timoshenko Beams with Mechanical or Geometric Curvature Definition 159
Seismic assessment of existing precast concrete buildings: Influence of deformable connections 159
FLOOD IMPACTS ON BUILDINGS: FIRST EXPERIMENTAL AND NUMERICAL RESULTS 159
The non-smooth contact dynamics method for the analysis of an ancient masonry tower 157
Damage assessment of churches in the city of camerino after the 2016 central Italy seismic sequence 157
DEM analysis of the effect of bond pattern on the load bearing capacity of barrel vaults under vertical loads 157
Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition 156
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models 155
Model Updating of Historical Belfries Based on Oma Identification Techniques 155
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 154
Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights 154
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy 152
Axial-transversal coupling in the nonlinear dynamics of a beam with an inclined roller 152
Dynamic Parameters Identification of Structural Laminated Glass 151
Fracture characteristics of unfired earth 150
One-year monitoring of a reinforced concrete school building: Evolution of dynamic behavior during retrofitting works 150
Modal parameters identification on environmental testd of ancient bell towers and validation of their numerical models 150
Combining operational modal analysis and genetic algorithms to understand the actual structural behavior of historical constructions 150
Cultural Heritage and Earthquake: The Case Study of “Santa Maria Della Carità” in Ascoli Piceno 149
On the Dynamics of Masonry Church: Discontinuous and Continuous Approaches 148
Effectiveness of textile reinforced mortar (TRM) materials in preventing seismic-induced damage in a U-shaped masonry structure submitted to pseudo-dynamic excitations 148
Damage survey and advanced seismic analyses of different masonry churches after the central Italy earthquake of 2016 147
“Scaglia Rossa” experimental campaign and model updating for numerical damage evaluation 147
Continuous and discontinuous descriptions of blocked structures: The case study of Santissimo Crocifisso Church in Pretare (Italy) 147
The Use of the Fitting Time Histories Method to Detect the Nonlinear Behaviour of Laminated Glass 146
Modelling and analysis of an ancient monastery under earthquake loading: assessment of seismic resistance 144
Tracking Modal Parameter Evolution of Different Cultural Heritage Structure Damaged by Central Italy Earthquake of 2016 144
Reply to the Discussion on ‘A comprehensive analysis of hardening/softening behavior of shearable planar beams with whatever axial boundary constraint’, by D. Genovese 144
Free vibrations of a two-layer nonlinear composite beam with different boundary conditions 143
On the experimental determination of dynamical properties of laminated glass 143
Revealing nonlinear dynamical behaviour of laminated glass 143
Tracking modal parameter evolution ofdifferent cultural heritage structures damaged by central Italy earthquake of 2016 143
The modelling of multiple leaf masonry walls of the arquata del tronto fortress as a non-smooth dynamical system 143
Mechanical characterization of unfired earth via numerical assessment of the experimental data 141
Analisi delle vulnerabilità sismiche locali 140
FE vs. DE modeling for the nonlinear dynamics of a historic church in central Italy 140
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) 138
Influence of the Shear-Bending Interaction on the Global Capacity of Reinforced Concrete Frames 137
Static and dynamic testing of highway bridges: a best practice example 137
Advanced numerical insights for an effective seismic assessment of historical masonry aggregates 136
The Non-smooth Dynamics of Multiple Leaf Masonry Walls of the Arquata Del Tronto Fortress 136
Dynamic characterisation and numerical model updating of a historical complex 135
Nonlinear analyses and failure patterns of typical masonry school buildings in the epicentral zone of the 2016 Italian earthquakes 135
Historic masonry buildings and global modelling through the EFM: comparison between numerical simulation and real behaviour through a case study 135
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight 135
Seismic assessment of cultural heritage: Nonlinear 3D analyses of “Santa Maria della Carità” in Ascoli Piceno 134
Totale 17.789
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Categoria #
all - tutte 124.813
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 124.813
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022935 0 0 0 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
2025/202610.664 696 965 996 925 1.385 541 1.822 1.008 966 825 217 318
2026/20272.625 558 627 440 1.000 0 0 0 0 0 0 0 0
Totale 27.123