IRIS
CLEMENTI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 9.532
EU - Europa 4.706
AS - Asia 3.269
SA - Sud America 734
AF - Africa 120
Continente sconosciuto - Info sul continente non disponibili 12
OC - Oceania 11
Totale 18.384
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Nazione #
US - Stati Uniti d'America 9.420
IT - Italia 1.649
SG - Singapore 1.434
CN - Cina 749
BR - Brasile 623
IE - Irlanda 490
UA - Ucraina 473
DE - Germania 465
RU - Federazione Russa 412
HK - Hong Kong 359
SE - Svezia 337
VN - Vietnam 246
FR - Francia 181
GB - Regno Unito 141
TR - Turchia 131
DK - Danimarca 130
FI - Finlandia 123
IN - India 94
NL - Olanda 69
KR - Corea 68
CA - Canada 66
AR - Argentina 50
CI - Costa d'Avorio 50
PL - Polonia 46
EE - Estonia 36
JP - Giappone 36
MX - Messico 36
BD - Bangladesh 31
BE - Belgio 27
ZA - Sudafrica 25
ID - Indonesia 23
RO - Romania 23
DZ - Algeria 22
ES - Italia 22
AT - Austria 21
EC - Ecuador 17
IQ - Iraq 14
MA - Marocco 13
PK - Pakistan 13
AE - Emirati Arabi Uniti 11
LT - Lituania 11
PT - Portogallo 11
CH - Svizzera 10
CO - Colombia 10
IR - Iran 10
EU - Europa 9
PE - Perù 8
PH - Filippine 8
PY - Paraguay 8
UZ - Uzbekistan 8
GR - Grecia 7
NZ - Nuova Zelanda 6
UY - Uruguay 6
AU - Australia 5
BG - Bulgaria 5
CL - Cile 5
AM - Armenia 4
HR - Croazia 4
IL - Israele 4
NP - Nepal 4
VE - Venezuela 4
AZ - Azerbaigian 3
BO - Bolivia 3
CZ - Repubblica Ceca 3
KE - Kenya 3
SN - Senegal 3
XK - ???statistics.table.value.countryCode.XK??? 3
AO - Angola 2
BN - Brunei Darussalam 2
JO - Giordania 2
KZ - Kazakistan 2
OM - Oman 2
RS - Serbia 2
SA - Arabia Saudita 2
SI - Slovenia 2
AL - Albania 1
BS - Bahamas 1
BY - Bielorussia 1
CR - Costa Rica 1
CY - Cipro 1
DO - Repubblica Dominicana 1
GE - Georgia 1
GT - Guatemala 1
HN - Honduras 1
HU - Ungheria 1
IS - Islanda 1
JM - Giamaica 1
KG - Kirghizistan 1
KH - Cambogia 1
LB - Libano 1
LU - Lussemburgo 1
LV - Lettonia 1
MY - Malesia 1
NG - Nigeria 1
NI - Nicaragua 1
PA - Panama 1
PS - Palestinian Territory 1
SV - El Salvador 1
TJ - Tagikistan 1
TT - Trinidad e Tobago 1
Totale 18.382
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Città #
Dallas 1.296
Ashburn 1.048
Chandler 959
Singapore 914
Jacksonville 544
Fairfield 515
Dublin 477
Hong Kong 355
Boardman 322
Des Moines 319
New York 281
Houston 273
Wilmington 232
Seattle 219
Woodbridge 201
Ann Arbor 200
Centro 177
Beijing 176
Cambridge 175
The Dalles 150
Lawrence 140
Los Angeles 140
Princeton 140
San Mateo 127
Studio City 124
Redmond 123
Marche 111
Ancona 99
Moscow 93
Ho Chi Minh City 87
San Diego 83
Turin 83
Hefei 72
São Paulo 67
Milan 64
Rome 53
Fabriano 52
Hanoi 52
Munich 51
Abidjan 50
Buffalo 50
Santa Clara 46
Chicago 45
Pune 44
Shanghai 43
Montreal 42
London 40
Helsinki 39
San Marcello 38
Columbus 36
Matelica 36
Guangzhou 34
Turku 33
Tokyo 32
Washington 32
Stockholm 31
Amsterdam 28
Brooklyn 27
Denver 27
Warsaw 26
Brussels 25
Chennai 23
Pesaro 23
Boston 22
Johannesburg 21
Montpellier 20
Naples 20
Norwalk 20
Orem 20
Porto San Giorgio 20
Mexico City 19
Napoli 19
Osimo 18
Rio de Janeiro 17
Atlanta 15
Belo Horizonte 15
Phoenix 15
Wuhan 15
Brasília 14
Haiphong 14
Salt Lake City 14
Argenta 13
Poplar 13
Ascoli Piceno 12
Biên Hòa 12
Florence 12
Vienna 12
Manchester 11
Tortoreto 11
Wuxi 11
Bologna 10
Castelfidardo 10
Curitiba 10
Dhaka 10
Goiânia 10
Tampa 10
Ankara 9
Castelraimondo 9
Council Bluffs 9
Kilburn 9
Totale 11.965
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Nome #
Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network 449
Sustainable Engineering for Resilient Built and Natural Environments 282
Cost-Effective Vibration Monitoring for Anomaly Detection and Localization in Existing Structures 257
Decoding the Dynamic Behavior of Twin Church Bell Towers Through Ambient Vibration Analysis 238
An Overview of the Structural Safety-Oriented Research in the Region Marche Seismic Area 222
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 195
1:1 internal resonance in a two d.o.f. complete system: a comprehensive analysis and its possible exploitation for design 184
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model 170
Expeditious damage index for arched structures based on dynamic identification testing 168
A Genetic Algorithm Procedure for the Automatic Updating of FEM Based on Ambient Vibration Tests 166
Flood impact on masonry buildings: The effect of flow characteristics and incidence angle 164
Seismic vulnerability assessment and structural analysis of the church of Santa Maria di Piazza (Ostra Vetere, Italy) 163
FEM analyses of a monumental building using a smeared approach for the fracture energy 161
Seismic performance of precast reinforced concrete buildings with dowel pin connections 159
Vibration-based SHM of ordinary buildings: Detection and quantification of structural damage 159
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint 153
Post-World War II Italian school buildings: typical and specific seismic vulnerabilities 150
Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy) 147
Low-cost vibration monitoring for anomaly detection and localization on masonry towers 145
Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower 145
Nonlinear free dynamics of a two-layer composite beam with different boundary conditions 144
Caratteristiche Tipologiche e Vulnerabilità Sismiche degli Edifici Scolastici costruiti in Italia nel Secondo Dopoguerra 144
Simple mechanical model of curved beams by a 3D approach 143
Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower 143
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: a review 141
Advanced Seismic Analyses of “Apennine Churches” Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics Method 140
Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operation Modal Analysis (OMA) Identification 140
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling 139
TECNICHE DI IDENTIFICAZIONE MODALE PER L’ANALISI STRUTTURALE. L’evoluzione del comportamento dinamico di un edificio scolastico in cemento armato soggetto a miglioramento sismico 137
Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method 136
Application of a Non-Invasive Technique for the Preservation of a Fortified Masonry Tower 136
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults 135
Damage Assessment by Numerical Modeling of Sant'Agostino's Sanctuary in Offida During the Central Italy 2016–2017 Seismic Sequence 134
On the nonlinear behaviour of unfired dry earth 134
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness 133
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention 133
Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) 132
Evaluation of different approaches for the seismic vulnerability assessment of RC structures 132
A mechanical characterization of unfired dry earth: ultimate strength, damage and fracture parameters 131
Damage detection in a precast structure subjected to an earthquake: A numerical approach 131
Advanced seismic analyses of "Apennine churches" stroked by the central Italy earthquakes of 2016 by the non-smooth contact dynamics method 131
An experimental study on damage evolution of unfired dry earth under compression 128
Experimental assessment of concrete compressive strength in old existing RC buildings: a possible way to reduce the dispersion of DT results 128
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona 128
Comparing Nonlinear Free Vibrations of Timoshenko Beams with Mechanical or Geometric Curvature Definition 126
Seismic assessment of existing precast concrete buildings: Influence of deformable connections 126
Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event 126
Damage assessment of san francesco church in amandola hit by central Italy 2016-2017 seismic event 126
Preliminary study of the influence of different modelling choices and materials properties uncertainties on the seismic assessment of an existing RC school building 123
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels 123
Dynamic Parameters Identification of Structural Laminated Glass 122
Free vibrations of a two-layer nonlinear composite beam with different boundary conditions 121
Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights 121
Global analyses of historical masonry buildings: Equivalent frame vs. 3D solid models 120
Mechanical characterization of “Scaglia Rossa” stone masonry through experimental and numerical analyses 120
POINT CLOUD EXPLOITATION FOR STRUCTURAL MODELING AND ANALYSIS: A RELIABLE WORKFLOW 119
Tracking modal parameters evolution of a school building during retrofitting works 118
Fracture characteristics of unfired earth 116
Structural health monitoring applications with wireless sensors on an historical masonry building 116
Cultural Heritage and Earthquake: The Case Study of “Santa Maria Della Carità” in Ascoli Piceno 116
The non-smooth contact dynamics method for the analysis of an ancient masonry tower 116
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 115
Model Updating of Historical Belfries Based on Oma Identification Techniques 114
Modal-based FE model updating via genetic algorithms: Exploiting artificial intelligence to build realistic numerical models of historical structures 113
On the experimental determination of dynamical properties of laminated glass 112
One-year monitoring of a reinforced concrete school building: Evolution of dynamic behavior during retrofitting works 112
FLOOD IMPACTS ON BUILDINGS: FIRST EXPERIMENTAL AND NUMERICAL RESULTS 111
Revealing nonlinear dynamical behaviour of laminated glass 108
Analisi delle vulnerabilità sismiche locali 108
Tracking Modal Parameter Evolution of Different Cultural Heritage Structure Damaged by Central Italy Earthquake of 2016 108
Effectiveness of textile reinforced mortar (TRM) materials in preventing seismic-induced damage in a U-shaped masonry structure submitted to pseudo-dynamic excitations 107
Reply to the Discussion on ‘A comprehensive analysis of hardening/softening behavior of shearable planar beams with whatever axial boundary constraint’, by D. Genovese 107
Damage assessment of churches in the city of camerino after the 2016 central Italy seismic sequence 107
FE vs. DE modeling for the nonlinear dynamics of a historic church in central Italy 107
Mechanical characterization of unfired earth via numerical assessment of the experimental data 106
Damage survey and advanced seismic analyses of different masonry churches after the central Italy earthquake of 2016 106
Static and dynamic testing of highway bridges: a best practice example 104
On the Dynamics of Masonry Church: Discontinuous and Continuous Approaches 103
“Scaglia Rossa” experimental campaign and model updating for numerical damage evaluation 103
Axial-transversal coupling in the nonlinear dynamics of a beam with an inclined roller 102
Nonlinear vibrations of non-uniform beams 101
Dry masonry strengthening through basalt fibre ropes: Experimental results versus out-of-plane actions 101
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) 101
Modelling and analysis of an ancient monastery under earthquake loading: assessment of seismic resistance 99
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight 99
DIFFERENT MODELING APPROACHES APPLIED TO A RESILIENT MASONRY STRUCTURE 98
Vibration-Based SHM of ordinary Building: Detection and Quantification of Structural Damage 98
The Use of the Fitting Time Histories Method to Detect the Nonlinear Behaviour of Laminated Glass 98
Vulnerability reduction of existing buildings and design of new structures in seismic area 98
Seismic assessment of cultural heritage: Nonlinear 3D analyses of “Santa Maria della Carità” in Ascoli Piceno 98
Tracking modal parameter evolution ofdifferent cultural heritage structures damaged by central Italy earthquake of 2016 98
The modelling of multiple leaf masonry walls of the arquata del tronto fortress as a non-smooth dynamical system 98
Historic masonry buildings and global modelling through the EFM: comparison between numerical simulation and real behaviour through a case study 97
Modal parameters identification on environmental testd of ancient bell towers and validation of their numerical models 97
Influence of Stereotomy on Discrete Approaches Applied to an Ancient Church in Muccia, Italy 97
Combining operational modal analysis and genetic algorithms to understand the actual structural behavior of historical constructions 97
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study 96
Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method 96
From TLS to FE analysis: points cloud exploitation for structural behaviour definition. The San Ciriaco's bell tower 96
Advanced numerical insights for an effective seismic assessment of historical masonry aggregates 95
Totale 13.196
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Categoria #
all - tutte 97.829
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 97.829
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.206 0 0 0 0 0 169 210 122 213 196 224 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
2024/20253.067 301 253 127 84 139 174 293 134 657 228 380 297
2025/20265.171 696 965 996 925 1.391 198 0 0 0 0 0 0
Totale 19.005