GIOFFRE', Massimiliano
 Distribuzione geografica
Continente #
NA - Nord America 5.052
EU - Europa 4.073
AS - Asia 4.038
SA - Sud America 646
AF - Africa 103
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 13.924
Nazione #
US - Stati Uniti d'America 4.939
SG - Singapore 1.890
UA - Ucraina 732
IT - Italia 664
IE - Irlanda 618
CN - Cina 579
HK - Hong Kong 515
RU - Federazione Russa 514
BR - Brasile 489
VN - Vietnam 416
DE - Germania 326
FR - Francia 268
SE - Svezia 266
FI - Finlandia 251
KR - Corea 154
GB - Regno Unito 130
IN - India 98
CA - Canada 67
AR - Argentina 57
BD - Bangladesh 56
IQ - Iraq 55
BE - Belgio 52
PL - Polonia 50
TR - Turchia 44
AT - Austria 39
NL - Olanda 37
UZ - Uzbekistan 31
PK - Pakistan 30
CO - Colombia 26
ID - Indonesia 25
MX - Messico 25
ZA - Sudafrica 25
CH - Svizzera 24
SA - Arabia Saudita 22
JP - Giappone 19
VE - Venezuela 19
ES - Italia 18
RO - Romania 18
EC - Ecuador 16
PH - Filippine 16
CZ - Repubblica Ceca 15
MA - Marocco 14
LT - Lituania 13
CL - Cile 12
DZ - Algeria 10
KE - Kenya 10
PT - Portogallo 10
TN - Tunisia 10
PE - Perù 9
TW - Taiwan 9
EG - Egitto 8
MY - Malesia 8
NP - Nepal 8
OM - Oman 8
PY - Paraguay 8
JO - Giordania 7
LB - Libano 7
ET - Etiopia 6
SY - Repubblica araba siriana 6
AE - Emirati Arabi Uniti 5
AZ - Azerbaigian 5
BO - Bolivia 5
GR - Grecia 5
IL - Israele 5
AU - Australia 4
GE - Georgia 4
BG - Bulgaria 3
DK - Danimarca 3
EU - Europa 3
GH - Ghana 3
HU - Ungheria 3
KG - Kirghizistan 3
PS - Palestinian Territory 3
RW - Ruanda 3
AL - Albania 2
AM - Armenia 2
AO - Angola 2
BY - Bielorussia 2
CR - Costa Rica 2
DM - Dominica 2
DO - Repubblica Dominicana 2
GF - Guiana Francese 2
GY - Guiana 2
HN - Honduras 2
IR - Iran 2
JM - Giamaica 2
KW - Kuwait 2
LY - Libia 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
RS - Serbia 2
SI - Slovenia 2
SK - Slovacchia (Repubblica Slovacca) 2
SN - Senegal 2
SV - El Salvador 2
TT - Trinidad e Tobago 2
BB - Barbados 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BS - Bahamas 1
Totale 13.903
Città #
Singapore 1.302
Dublin 616
Chandler 585
Hong Kong 509
San Mateo 407
San Jose 406
Jacksonville 349
Ashburn 283
Dong Ket 234
Boardman 222
Santa Clara 205
Moscow 189
Perugia 172
Lauterbourg 168
Medford 164
Princeton 163
The Dalles 141
Seoul 140
Wilmington 136
Des Moines 130
Ann Arbor 109
Beijing 104
Altamura 93
Helsinki 86
Andover 85
Los Angeles 80
Lawrence 71
New York 58
Ho Chi Minh City 54
Piscataway 54
Munich 50
Hanoi 44
Saint Petersburg 39
Orem 37
Rome 37
São Paulo 36
Falkenstein 32
Redmond 32
Turku 29
Warsaw 28
Brooklyn 27
Milan 26
Toronto 26
Liège 25
London 25
Frankfurt am Main 23
Norwalk 23
Brussels 22
Montreal 22
Baghdad 21
Tashkent 21
Woodbridge 21
Rio de Janeiro 20
Vienna 20
Shanghai 18
Chennai 17
Dallas 17
Falls Church 17
Manchester 16
Tokyo 16
Atlanta 15
Chicago 15
Florence 15
Phoenix 14
San Paolo di Civitate 14
Amsterdam 13
San Casciano dei Bagni 13
Belo Horizonte 12
Denver 12
Guangzhou 12
Houston 12
Johannesburg 12
Timisoara 12
Brasília 11
Mumbai 11
Poplar 11
Stockholm 11
Boston 10
Curitiba 10
New Delhi 10
Redwood City 10
Medellín 9
Nairobi 9
Naples 9
Seattle 9
Tianjin 9
Valle 9
Basingstoke 8
Caracas 8
Da Nang 8
Dhaka 8
Haiphong 8
Mazzano Romano 8
Quito 8
Santiago 8
Ankara 7
Campinas 7
Columbus 7
Frankfurt Am Main 7
Gainesville 7
Totale 8.510
Nome #
Azione del vento ed edifici alti: Risposta dinamica e modelli equivalenti 209
Analysis of coupled flexural-torsional behavior of tall buildings under stochastic actions by means of equivalent beam model 175
Analisi strutturale e vibrazioni del ponte “romano” a Pesciano di Todi 150
Analysis of non-Gaussian stochastic field of wind pressure 136
An efficient framework for the reliability-based design optimization of large-scale uncertain and stochastic linear systems 136
Bayesian inference for parameters estimation using experimental data 135
Performance evaluation of monumental bridges: testing and monitoring “Ponte delle Torri” in Spoleto 133
Sistemi di controllo attivo delle vibrazioni indotte dal vento per l’antenna dell’Università di Perugia 129
An integrated approach for the numerical modeling of severely damaged historic structures: Application to a masonry bridge 128
A novel hemp-fiber bio-composite material for strengthening of arched structures: Experimental investigation 128
A performance-based design framework for the high frequency force balance method 125
An approach based on substructures for the estimation of the response of tall buildings under wind loads using an equivalent beam 124
Performance comparison between unreinforced and confined masonry buildings subjected to shaking table tests 119
Ambient Vibration Testing of a monumental fountain by contact and non-contact sensing techniques 118
Applications of smart bricks for strain field reconstruction in masonry walls: Numerical analysis and shaking table tests 116
A novel biocomposite material for sustainable constructions: Metakaolin lime mortar and Spanish broom fibers 108
Random modeling of hemp fibers mechanical properties 107
Large scale reliability-based design optimization of wind excited tall buildings 107
Dynamic Identification and Damage Detection on Masonry Buildings Using Shaking Table Tests 107
Modeling and Simulation of Non-stationary Thunderstorm Outflows 106
Influence of the wind load correlation on the estimation of the generalized forces for 3D coupled tall buildings 105
Intermittent beat phenomena in the response of wind excited tall buildings with closely spaced frequencies 102
Analysis and Modeling of the Beat Phenomenon in the Dynamic Response of Tall Buildings 101
Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions 101
A framework for the efficient and accurate response estimation of linear systems subject to arbitrary stationary wind excitation 98
Dynamic response estimation of tallbuildings with 3D modes: A probabilistic approach to the high frequency force balance method 97
Full-scale testing of a masonry building monitored with smart brick sensors 97
Analysis and modeling of natural frequency coalescing in the dynamic response of tall buildings 96
Simulation of strongly non-Gaussian wind pressures using mixed models 96
Dynamic characterization of a severely damaged historic masonry bridge 96
Bayesian inference for parameters estimation using experimental data 96
Seismic performance detection by fragility analysis : a comparison between standard and alternative approaches 96
The role of intensity measures on the accuracy of seismic fragilities 95
Non-stationary dynamic structural response to thunderstorm outflows 95
Damage detection via modal analysis of masonry structures using shaking table tests 95
Un algoritmo efficiente per l’ottimizzazione dell’affidabilità di edifici alti 94
Extrados strenghtening of brick masonry arches with hemp fibers and “cocciopesto” mixture 94
Dynamic response optimization of tall buildings subject to extreme wind loads 92
Characterization of wind induced excitations on tall buildings by means of wind tunnel tests 92
Stochastic response of a cantilever beam affected by correlated loads 92
Optimal risk exchange in controlled structural systems 91
Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes 91
Parameters identification of cable stayed footbridges using Bayesian inference 91
A Database-Assisted Design approach for lateral drift optimization of tall buildings 90
Reliability models for tall buildings with 3D modes: a probabilistic approach to the HFFB method 90
A framework for accurate estimation of wind induced responses with specified MRIs 89
Azione del vento e sicurezza strutturale: estremi e fatica 89
Surrogate models for earthquake-induced damage detection and localization in historic structures using long-term dynamic monitoring data: Application to a masonry dome 89
A reliability approach for the wind-induced response assessment of tall buildings using the high frequency force balance 88
Shaking Table Investigation on the Masonry Structures Behaviour to Earthquakes with Strong Vertical Component 87
First results of the vibration-based structural health monitoring of a masonry dome 86
Geometrically Nonlinear Cantilever under Stochastic Loading Vectors 85
Influence of higher modes on the response of irregular tall buildings 85
Elastic bodies with random distribution of microcracks 85
An equivalent beam model for the analysis of tall buildings under stochastic actions 85
A novel approach to improve accuracy in seismic fragility analysis: The modified intensity measure method 85
Higher mode contributions to the response of tall buildings with regular and irregular profiles 84
Efficient algorithms for the reliability optimization of tall buildings 84
Rilievo delle vibrazioni indotte dal traffico su ponti mediante vibrometria laser doppler 84
Bayesian updating of cable stayed footbridge model parameters using dynamic measurements 84
Confined vs. unreinforced masonry: Construction and shaking table tests of two-storey buildings 84
Influenza della correlazione dei carichi da vento sulla stima delle forze generalizzate per edifici alti con modi accoppiati 83
Reliability-based design optimization of large scale uncertain and discrete linear systems subject to stochastic loads 83
Carichi indotti dal vento su edifici bassi: analisi sperimentale e confronto normativo 82
Influence of higher modes on the dynamic response of irregular and regular tall buildings 82
Estimates of extreme wind effects and wind load factors: Influence of knowledge uncertainties 82
Approccio per sotto strutture nella modellazione di trave equivalente nella dinamica di edifici alti 82
Experimental characterization of natural fibre–soil interaction: lessons for earthen construction 82
Vibration Based Bayesian Inference for Finite Element Model Parameters Estimation and Damage Detection 82
Probabilistic models and simulation of irregular masonry walls 81
Influence of important structural strengthening on the dynamic properties of a masonry arch bridge 81
Effect of hemp bio composite strengthening on masonry barrel vaults damage 81
Comparative measurement on the CAARC standard tall building 80
Caratteristiche non gaussiane della pressione del vento 80
Laser doppler and radar interferometer for contactless measurements on unaccessible tie-rods on monumental buildings: Santa Maria della Consolazione Temple in Todi 80
Shaking table tests on a masonry building monitored using smart bricks: Damage detection and localization 80
Damage Accumulation in Glass Plates 79
Natural frequency coalescing and amplitude dependent damping in the wind-excited response of tall buildings 79
In situ shear tests on masonry panels strengthened with fiber-reinforced mortar repointing 78
Serviceability limit-state optimization of tall buildings under dynamic wind loads 77
Ottimizzazione stocastica di edifici alti soggetti all’azione del vento 77
On the accuracy of seismic fragilities for actual non-linear MDOF systems 77
Removable guyed mast for mobile phone networks: wind load modelling and structural response 76
Confronto della risposta di due tipologie di antenne strallate per telecomunicazioni 76
Numerical analysis of structural systems subjected to a non-Gaussian random field 76
Reliability of Low-Rise Buildings: Experimental Wind Load Modeling vs. Building Codes 76
On the accuracy of UAV photogrammetric survey for the evaluation of historic masonry structural damages 76
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 75
Messa in opera di un sistema di monitoraggio e analisi delle stato attuale del Ponte delle Torri di Spoleto 74
Structural response of a composite lamina with random parameters 74
A new biocomposite material mixing past and present to look toward the future 73
Wind-induced peak bending moments in low-rise building frames 73
Mechanical characterization of masonry walls in the regions affected by the 1997 Umbro-Marchigiano earthquake 73
Recent results on the use of smart bricks for earthquake-induced damage detection in masonry structures 73
Movable guyed masts affected by wind loads: buckling and stochastic response 72
Structural monitoring of monumental buildings: The Basilica of Santa Maria Degli Angeli in Assisi (ITALY) 72
Numerical modeling of the seismic response and damage of full-scale masonry arches and vaults 71
Elastic microcracked bodies with random properties 70
Crack detection and monitoring “Ponte delle Torri” in Spoleto 70
Stima dei massimi della risposta globale in edifici alti regolari e irregolari 70
Totale 9.360
Categoria #
all - tutte 60.989
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 60.989


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021385 0 0 0 0 0 0 0 0 0 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
2025/20264.769 361 343 254 708 679 361 879 252 485 447 0 0
Totale 14.351