GIOFFRE', Massimiliano
 Distribuzione geografica
Continente #
NA - Nord America 4.377
EU - Europa 3.595
AS - Asia 3.264
SA - Sud America 485
AF - Africa 47
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 3
Totale 11.777
Nazione #
US - Stati Uniti d'America 4.279
SG - Singapore 1.513
UA - Ucraina 728
IE - Irlanda 614
IT - Italia 607
CN - Cina 508
HK - Hong Kong 491
BR - Brasile 415
VN - Vietnam 377
RU - Federazione Russa 358
DE - Germania 313
SE - Svezia 266
FI - Finlandia 245
KR - Corea 154
GB - Regno Unito 115
FR - Francia 77
CA - Canada 62
BE - Belgio 51
IN - India 50
PL - Polonia 48
AT - Austria 38
AR - Argentina 27
CH - Svizzera 24
NL - Olanda 24
MX - Messico 22
UZ - Uzbekistan 20
BD - Bangladesh 19
TR - Turchia 18
ID - Indonesia 17
IQ - Iraq 17
CZ - Repubblica Ceca 15
ES - Italia 15
JP - Giappone 15
RO - Romania 15
ZA - Sudafrica 14
LT - Lituania 13
PK - Pakistan 13
EC - Ecuador 10
PT - Portogallo 10
TW - Taiwan 9
CO - Colombia 7
LB - Libano 7
PE - Perù 7
KE - Kenya 6
MA - Marocco 6
PY - Paraguay 6
SA - Arabia Saudita 6
DZ - Algeria 5
GR - Grecia 5
NP - Nepal 5
VE - Venezuela 5
AE - Emirati Arabi Uniti 4
AZ - Azerbaigian 4
EG - Egitto 4
TN - Tunisia 4
BG - Bulgaria 3
CL - Cile 3
EU - Europa 3
JO - Giordania 3
OM - Oman 3
AO - Angola 2
AU - Australia 2
BO - Bolivia 2
BY - Bielorussia 2
DK - Danimarca 2
DM - Dominica 2
GY - Guiana 2
HN - Honduras 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
PH - Filippine 2
SI - Slovenia 2
SK - Slovacchia (Repubblica Slovacca) 2
SY - Repubblica araba siriana 2
TT - Trinidad e Tobago 2
AL - Albania 1
BB - Barbados 1
BN - Brunei Darussalam 1
BS - Bahamas 1
DO - Repubblica Dominicana 1
EE - Estonia 1
ET - Etiopia 1
GA - Gabon 1
GE - Georgia 1
GF - Guiana Francese 1
GH - Ghana 1
IL - Israele 1
IR - Iran 1
JM - Giamaica 1
KG - Kirghizistan 1
KI - Kiribati 1
MG - Madagascar 1
NC - Nuova Caledonia 1
NE - Niger 1
NO - Norvegia 1
PA - Panama 1
PS - Palestinian Territory 1
RW - Ruanda 1
SV - El Salvador 1
YE - Yemen 1
Totale 11.777
Città #
Singapore 992
Dublin 613
Chandler 585
Hong Kong 486
San Mateo 407
Jacksonville 349
Dong Ket 234
Boardman 221
Santa Clara 198
Ashburn 190
Medford 164
Princeton 163
Perugia 161
Seoul 140
Wilmington 136
Des Moines 126
Moscow 118
Ann Arbor 109
Beijing 94
Altamura 93
Andover 85
The Dalles 85
Helsinki 80
Los Angeles 78
Lawrence 71
Piscataway 54
Munich 50
New York 47
Ho Chi Minh City 44
Saint Petersburg 39
Hanoi 36
Rome 35
Falkenstein 32
Redmond 32
São Paulo 30
Turku 29
Brooklyn 27
Warsaw 27
Toronto 26
Liège 25
London 25
Milan 23
Norwalk 23
Brussels 22
Montreal 21
Woodbridge 21
Vienna 20
Shanghai 18
Falls Church 17
Dallas 16
Frankfurt am Main 16
Atlanta 15
Florence 15
Chicago 14
Rio de Janeiro 14
San Paolo di Civitate 14
Orem 13
Denver 12
Phoenix 12
Timisoara 12
Tokyo 12
Belo Horizonte 11
Chennai 11
Guangzhou 11
Houston 11
Poplar 11
Stockholm 11
Boston 10
Manchester 10
Redwood City 10
Tashkent 10
Brasília 9
Curitiba 9
Seattle 9
Tianjin 9
Valle 9
Amsterdam 8
Johannesburg 8
Mazzano Romano 8
Baghdad 7
Frankfurt Am Main 7
Gainesville 7
Haiphong 7
Hefei 7
Mumbai 7
New Delhi 7
Taoyuan District 7
Turin 7
Wuhan 7
Brno 6
Columbus 6
Foligno 6
Ithaca 6
Izmir 6
Kolkata 6
Nova Milanese 6
Palermo 6
Simi Valley 6
Torano Nuovo 6
Wroclaw 6
Totale 7.177
Nome #
Azione del vento ed edifici alti: Risposta dinamica e modelli equivalenti 183
Analysis of coupled flexural-torsional behavior of tall buildings under stochastic actions by means of equivalent beam model 156
Analisi strutturale e vibrazioni del ponte “romano” a Pesciano di Todi 138
Analysis of non-Gaussian stochastic field of wind pressure 126
Performance evaluation of monumental bridges: testing and monitoring “Ponte delle Torri” in Spoleto 122
Sistemi di controllo attivo delle vibrazioni indotte dal vento per l’antenna dell’Università di Perugia 117
An integrated approach for the numerical modeling of severely damaged historic structures: Application to a masonry bridge 116
Bayesian inference for parameters estimation using experimental data 115
An efficient framework for the reliability-based design optimization of large-scale uncertain and stochastic linear systems 113
A novel hemp-fiber bio-composite material for strengthening of arched structures: Experimental investigation 111
A performance-based design framework for the high frequency force balance method 110
An approach based on substructures for the estimation of the response of tall buildings under wind loads using an equivalent beam 108
Ambient Vibration Testing of a monumental fountain by contact and non-contact sensing techniques 102
Performance comparison between unreinforced and confined masonry buildings subjected to shaking table tests 100
Analysis and Modeling of the Beat Phenomenon in the Dynamic Response of Tall Buildings 96
Modeling and Simulation of Non-stationary Thunderstorm Outflows 95
Applications of smart bricks for strain field reconstruction in masonry walls: Numerical analysis and shaking table tests 93
Dynamic Identification and Damage Detection on Masonry Buildings Using Shaking Table Tests 93
Intermittent beat phenomena in the response of wind excited tall buildings with closely spaced frequencies 89
Un algoritmo efficiente per l’ottimizzazione dell’affidabilità di edifici alti 88
Large scale reliability-based design optimization of wind excited tall buildings 87
Bayesian inference for parameters estimation using experimental data 87
A Database-Assisted Design approach for lateral drift optimization of tall buildings 86
Full-scale testing of a masonry building monitored with smart brick sensors 86
Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions 86
Influence of the wind load correlation on the estimation of the generalized forces for 3D coupled tall buildings 84
Reliability models for tall buildings with 3D modes: a probabilistic approach to the HFFB method 84
Simulation of strongly non-Gaussian wind pressures using mixed models 84
Random modeling of hemp fibers mechanical properties 83
Stochastic response of a cantilever beam affected by correlated loads 83
Characterization of wind induced excitations on tall buildings by means of wind tunnel tests 82
Damage detection via modal analysis of masonry structures using shaking table tests 82
Optimal risk exchange in controlled structural systems 81
Analysis and modeling of natural frequency coalescing in the dynamic response of tall buildings 81
Dynamic response estimation of tallbuildings with 3D modes: A probabilistic approach to the high frequency force balance method 80
A novel biocomposite material for sustainable constructions: Metakaolin lime mortar and Spanish broom fibers 79
Efficient algorithms for the reliability optimization of tall buildings 79
Azione del vento e sicurezza strutturale: estremi e fatica 79
Seismic performance detection by fragility analysis : a comparison between standard and alternative approaches 79
A framework for the efficient and accurate response estimation of linear systems subject to arbitrary stationary wind excitation 78
A framework for accurate estimation of wind induced responses with specified MRIs 77
Dynamic characterization of a severely damaged historic masonry bridge 77
Influenza della correlazione dei carichi da vento sulla stima delle forze generalizzate per edifici alti con modi accoppiati 76
Elastic bodies with random distribution of microcracks 76
Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes 76
Extrados strenghtening of brick masonry arches with hemp fibers and “cocciopesto” mixture 75
Non-stationary dynamic structural response to thunderstorm outflows 75
Influence of higher modes on the response of irregular tall buildings 74
Higher mode contributions to the response of tall buildings with regular and irregular profiles 74
Reliability-based design optimization of large scale uncertain and discrete linear systems subject to stochastic loads 74
Surrogate models for earthquake-induced damage detection and localization in historic structures using long-term dynamic monitoring data: Application to a masonry dome 74
Shaking Table Investigation on the Masonry Structures Behaviour to Earthquakes with Strong Vertical Component 74
Dynamic response optimization of tall buildings subject to extreme wind loads 73
Rilievo delle vibrazioni indotte dal traffico su ponti mediante vibrometria laser doppler 73
A reliability approach for the wind-induced response assessment of tall buildings using the high frequency force balance 73
Influence of important structural strengthening on the dynamic properties of a masonry arch bridge 73
Serviceability limit-state optimization of tall buildings under dynamic wind loads 72
Estimates of extreme wind effects and wind load factors: Influence of knowledge uncertainties 72
An equivalent beam model for the analysis of tall buildings under stochastic actions 72
Bayesian updating of cable stayed footbridge model parameters using dynamic measurements 72
Damage Accumulation in Glass Plates 71
Comparative measurement on the CAARC standard tall building 71
In situ shear tests on masonry panels strengthened with fiber-reinforced mortar repointing 71
Vibration Based Bayesian Inference for Finite Element Model Parameters Estimation and Damage Detection 71
Confined vs. unreinforced masonry: Construction and shaking table tests of two-storey buildings 71
Caratteristiche non gaussiane della pressione del vento 70
Laser doppler and radar interferometer for contactless measurements on unaccessible tie-rods on monumental buildings: Santa Maria della Consolazione Temple in Todi 70
Shaking table tests on a masonry building monitored using smart bricks: Damage detection and localization 70
Parameters identification of cable stayed footbridges using Bayesian inference 70
A novel approach to improve accuracy in seismic fragility analysis: The modified intensity measure method 70
Influence of higher modes on the dynamic response of irregular and regular tall buildings 69
Confronto della risposta di due tipologie di antenne strallate per telecomunicazioni 69
First results of the vibration-based structural health monitoring of a masonry dome 69
Geometrically Nonlinear Cantilever under Stochastic Loading Vectors 68
On the accuracy of seismic fragilities for actual non-linear MDOF systems 68
Carichi indotti dal vento su edifici bassi: analisi sperimentale e confronto normativo 67
Approccio per sotto strutture nella modellazione di trave equivalente nella dinamica di edifici alti 67
Structural response of a composite lamina with random parameters 66
Reliability of Low-Rise Buildings: Experimental Wind Load Modeling vs. Building Codes 66
Structural monitoring of monumental buildings: The Basilica of Santa Maria Degli Angeli in Assisi (ITALY) 66
The role of intensity measures on the accuracy of seismic fragilities 66
Messa in opera di un sistema di monitoraggio e analisi delle stato attuale del Ponte delle Torri di Spoleto 65
Wind pressure field simulation and comparison with experimental results 65
Crack detection and monitoring “Ponte delle Torri” in Spoleto 64
Numerical analysis of structural systems subjected to a non-Gaussian random field 64
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 63
Removable guyed mast for mobile phone networks: wind load modelling and structural response 63
Wind-induced peak bending moments in low-rise building frames 63
Ottimizzazione stocastica di edifici alti soggetti all’azione del vento 63
Natural frequency coalescing and amplitude dependent damping in the wind-excited response of tall buildings 63
Prologue 63
On the accuracy of UAV photogrammetric survey for the evaluation of historic masonry structural damages 63
Elastic microcracked bodies with random properties 62
Mechanical characterization of masonry walls in the regions affected by the 1997 Umbro-Marchigiano earthquake 62
Experimental characterization of natural fibre–soil interaction: lessons for earthen construction 62
Wind pressure field on a tall building with irregular geometry 61
Wind load correlation and its effects on the second order response properties of 3D coupled tall buildings 61
Stima dei massimi della risposta globale in edifici alti regolari e irregolari 61
Recent results on the use of smart bricks for earthquake-induced damage detection in masonry structures 61
Numerical modeling of the seismic response and damage of full-scale masonry arches and vaults 60
Totale 8.038
Categoria #
all - tutte 56.263
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 56.263


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021705 0 0 0 0 0 58 90 29 143 33 103 249
2021/20221.288 23 248 12 46 59 19 37 417 24 64 121 218
2022/20232.109 201 296 42 127 164 293 20 63 768 14 85 36
2023/20241.045 32 82 38 35 23 9 163 47 209 42 195 170
2024/20252.365 43 235 48 132 316 135 128 172 485 126 352 193
2025/20262.621 361 343 254 708 679 276 0 0 0 0 0 0
Totale 12.203