IRIS
CLEMENTI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 12.580
EU - Europa 5.692
AS - Asia 5.323
SA - Sud America 1.081
Continente sconosciuto - Info sul continente non disponibili 684
AF - Africa 219
OC - Oceania 14
Totale 25.593
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Nazione #
US - Stati Uniti d'America 12.257
SG - Singapore 1.942
IT - Italia 1.913
VN - Vietnam 1.165
CN - Cina 890
BR - Brasile 818
RU - Federazione Russa 795
IE - Irlanda 492
DE - Germania 490
UA - Ucraina 483
HK - Hong Kong 417
FR - Francia 364
SE - Svezia 342
GB - Regno Unito 166
TR - Turchia 163
IN - India 159
CA - Canada 156
BD - Bangladesh 134
DK - Danimarca 131
FI - Finlandia 128
NL - Olanda 86
AR - Argentina 85
MX - Messico 77
KR - Corea 71
IQ - Iraq 52
PL - Polonia 52
CI - Costa d'Avorio 50
ZA - Sudafrica 48
JP - Giappone 46
CO - Colombia 42
DZ - Algeria 39
EC - Ecuador 39
EE - Estonia 36
ID - Indonesia 35
PH - Filippine 35
ES - Italia 34
PK - Pakistan 32
RO - Romania 30
BE - Belgio 28
AT - Austria 26
MA - Marocco 26
UZ - Uzbekistan 22
CL - Cile 20
PY - Paraguay 20
PE - Perù 19
AE - Emirati Arabi Uniti 18
IR - Iran 17
JM - Giamaica 16
LT - Lituania 16
VE - Venezuela 16
CR - Costa Rica 15
UY - Uruguay 15
KE - Kenya 14
MY - Malesia 14
PT - Portogallo 14
CH - Svizzera 11
EG - Egitto 11
HN - Honduras 11
NI - Nicaragua 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
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
TT - Trinidad e Tobago 6
BH - Bahrain 5
HU - Ungheria 5
IL - Israele 5
PA - Panama 5
RS - Serbia 5
SV - El Salvador 5
CZ - Repubblica Ceca 4
ET - Etiopia 4
GT - Guatemala 4
AL - Albania 3
AO - Angola 3
BB - Barbados 3
BS - Bahamas 3
BY - Bielorussia 3
CW - ???statistics.table.value.countryCode.CW??? 3
DO - Repubblica Dominicana 3
GE - Georgia 3
KH - Cambogia 3
KZ - Kazakistan 3
LY - Libia 3
NG - Nigeria 3
Totale 24.883
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Città #
Ashburn 1.988
Dallas 1.303
Singapore 1.219
Chandler 959
San Jose 587
Jacksonville 545
Fairfield 515
Council Bluffs 511
Dublin 478
Hong Kong 402
Ho Chi Minh City 372
Boardman 325
Des Moines 323
New York 301
Houston 278
Hanoi 263
Wilmington 235
The Dalles 231
Seattle 223
Beijing 203
Woodbridge 202
Ann Arbor 200
Centro 178
Cambridge 175
Los Angeles 167
Lauterbourg 161
Lawrence 140
Princeton 140
Moscow 131
San Mateo 127
Studio City 124
Redmond 123
Marche 111
Ancona 105
Milan 103
Turin 87
San Diego 83
São Paulo 79
Santa Clara 78
Hefei 72
Rome 67
Orem 63
Da Nang 59
Montreal 59
Buffalo 57
Chicago 57
Fabriano 52
Munich 52
Abidjan 50
Haiphong 49
London 49
Shanghai 49
Pune 45
Helsinki 44
Chennai 42
Tokyo 40
Matelica 38
San Marcello 38
Washington 38
Columbus 37
Denver 35
Naples 35
Stockholm 35
Amsterdam 34
Guangzhou 34
Turku 33
Brooklyn 32
Johannesburg 30
Mexico City 30
Ogden 30
Warsaw 30
Atlanta 28
Biên Hòa 28
Boston 25
Brussels 25
Phoenix 25
Pesaro 23
Rio de Janeiro 22
Hải Dương 21
Tashkent 21
Montpellier 20
Norwalk 20
Porto San Giorgio 20
Napoli 19
Poplar 19
Toronto 19
Brasília 18
Mumbai 18
Osimo 18
Baghdad 17
Belo Horizonte 17
Can Tho 17
Istanbul 17
Florence 16
Frankfurt am Main 16
Manchester 16
Vienna 16
Ankara 15
Ascoli Piceno 15
Salt Lake City 15
Totale 15.756
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Nome #
Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network 484
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: a review 333
Sustainable Engineering for Resilient Built and Natural Environments 324
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 281
Cost-Effective Vibration Monitoring for Anomaly Detection and Localization in Existing Structures 280
Decoding the Dynamic Behavior of Twin Church Bell Towers Through Ambient Vibration Analysis 277
1:1 internal resonance in a two d.o.f. complete system: a comprehensive analysis and its possible exploitation for design 238
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 231
Flood impact on masonry buildings: The effect of flow characteristics and incidence angle 228
A Genetic Algorithm Procedure for the Automatic Updating of FEM Based on Ambient Vibration Tests 217
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model 216
Seismic performance of precast reinforced concrete buildings with dowel pin connections 201
Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower 199
Vibration-based SHM of ordinary buildings: Detection and quantification of structural damage 198
FEM analyses of a monumental building using a smeared approach for the fracture energy 197
Expeditious damage index for arched structures based on dynamic identification testing 196
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint 195
Seismic vulnerability assessment and structural analysis of the church of Santa Maria di Piazza (Ostra Vetere, Italy) 192
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling 187
Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower 187
Advanced seismic analyses of "Apennine churches" stroked by the central Italy earthquakes of 2016 by the non-smooth contact dynamics method 183
Nonlinear free dynamics of a two-layer composite beam with different boundary conditions 182
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels 181
Tracking modal parameters evolution of a school building during retrofitting works 180
Evaluation of different approaches for the seismic vulnerability assessment of RC structures 179
Low-cost vibration monitoring for anomaly detection and localization on masonry towers 177
Mechanical characterization of “Scaglia Rossa” stone masonry through experimental and numerical analyses 177
Caratteristiche Tipologiche e Vulnerabilità Sismiche degli Edifici Scolastici costruiti in Italia nel Secondo Dopoguerra 176
Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy) 176
Advanced Seismic Analyses of “Apennine Churches” Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics Method 176
Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification 176
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults 176
Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method 174
Damage assessment of san francesco church in amandola hit by central Italy 2016-2017 seismic event 174
Preliminary study of the influence of different modelling choices and materials properties uncertainties on the seismic assessment of an existing RC school building 171
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention 171
Post-World War II Italian school buildings: typical and specific seismic vulnerabilities 170
TECNICHE DI IDENTIFICAZIONE MODALE PER L’ANALISI STRUTTURALE. L’evoluzione del comportamento dinamico di un edificio scolastico in cemento armato soggetto a miglioramento sismico 169
Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) 169
DIFFERENT MODELING APPROACHES APPLIED TO A RESILIENT MASONRY STRUCTURE 167
Experimental assessment of concrete compressive strength in old existing RC buildings: a possible way to reduce the dispersion of DT results 166
Damage Assessment by Numerical Modeling of Sant'Agostino's Sanctuary in Offida During the Central Italy 2016–2017 Seismic Sequence 164
On the nonlinear behaviour of unfired dry earth 164
Application of a Non-Invasive Technique for the Preservation of a Fortified Masonry Tower 164
Simple mechanical model of curved beams by a 3D approach 161
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness 161
Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event 160
Modal-based FE model updating via genetic algorithms: Exploiting artificial intelligence to build realistic numerical models of historical structures 160
An experimental study on damage evolution of unfired dry earth under compression 159
A mechanical characterization of unfired dry earth: ultimate strength, damage and fracture parameters 158
Damage detection in a precast structure subjected to an earthquake: A numerical approach 158
Structural health monitoring applications with wireless sensors on an historical masonry building 157
POINT CLOUD EXPLOITATION FOR STRUCTURAL MODELING AND ANALYSIS: A RELIABLE WORKFLOW 157
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona 154
Comparing Nonlinear Free Vibrations of Timoshenko Beams with Mechanical or Geometric Curvature Definition 152
The non-smooth contact dynamics method for the analysis of an ancient masonry tower 152
FLOOD IMPACTS ON BUILDINGS: FIRST EXPERIMENTAL AND NUMERICAL RESULTS 152
Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights 151
Damage assessment of churches in the city of camerino after the 2016 central Italy seismic sequence 151
Seismic assessment of existing precast concrete buildings: Influence of deformable connections 150
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models 149
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 149
Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition 148
One-year monitoring of a reinforced concrete school building: Evolution of dynamic behavior during retrofitting works 147
Axial-transversal coupling in the nonlinear dynamics of a beam with an inclined roller 147
Dynamic Parameters Identification of Structural Laminated Glass 146
Cultural Heritage and Earthquake: The Case Study of “Santa Maria Della Carità” in Ascoli Piceno 145
Model Updating of Historical Belfries Based on Oma Identification Techniques 145
Combining operational modal analysis and genetic algorithms to understand the actual structural behavior of historical constructions 143
Effectiveness of textile reinforced mortar (TRM) materials in preventing seismic-induced damage in a U-shaped masonry structure submitted to pseudo-dynamic excitations 142
Modal parameters identification on environmental testd of ancient bell towers and validation of their numerical models 142
Tracking Modal Parameter Evolution of Different Cultural Heritage Structure Damaged by Central Italy Earthquake of 2016 141
Damage survey and advanced seismic analyses of different masonry churches after the central Italy earthquake of 2016 141
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy 140
Fracture characteristics of unfired earth 140
Reply to the Discussion on ‘A comprehensive analysis of hardening/softening behavior of shearable planar beams with whatever axial boundary constraint’, by D. Genovese 140
On the experimental determination of dynamical properties of laminated glass 139
Free vibrations of a two-layer nonlinear composite beam with different boundary conditions 138
Modelling and analysis of an ancient monastery under earthquake loading: assessment of seismic resistance 138
“Scaglia Rossa” experimental campaign and model updating for numerical damage evaluation 138
Continuous and discontinuous descriptions of blocked structures: The case study of Santissimo Crocifisso Church in Pretare (Italy) 138
Revealing nonlinear dynamical behaviour of laminated glass 137
The modelling of multiple leaf masonry walls of the arquata del tronto fortress as a non-smooth dynamical system 137
On the Dynamics of Masonry Church: Discontinuous and Continuous Approaches 136
FE vs. DE modeling for the nonlinear dynamics of a historic church in central Italy 136
Influence of the Shear-Bending Interaction on the Global Capacity of Reinforced Concrete Frames 135
DEM analysis of the effect of bond pattern on the load bearing capacity of barrel vaults under vertical loads 135
Mechanical characterization of unfired earth via numerical assessment of the experimental data 134
Advanced numerical insights for an effective seismic assessment of historical masonry aggregates 133
Analisi delle vulnerabilità sismiche locali 133
Static and dynamic testing of highway bridges: a best practice example 132
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) 132
Seismic assessment of cultural heritage: Nonlinear 3D analyses of “Santa Maria della Carità” in Ascoli Piceno 129
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study 129
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight 129
Numerical modeling of a majestic masonry structure: A comparison of advanced techniques 128
Nonlinear analyses and failure patterns of typical masonry school buildings in the epicentral zone of the 2016 Italian earthquakes 128
Influence of Stereotomy on Discrete Approaches Applied to an Ancient Church in Muccia, Italy 128
Dynamic characterisation and numerical model updating of a historical complex 127
The Use of the Fitting Time Histories Method to Detect the Nonlinear Behaviour of Laminated Glass 127
Totale 17.017
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Categoria #
all - tutte 118.059
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 118.059
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.275 0 296 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
2025/202610.664 696 965 996 925 1.385 541 1.822 1.008 966 825 217 318
2026/20271.095 558 537 0 0 0 0 0 0 0 0 0 0
Totale 25.593