GIOFFRE', Massimiliano
 Distribuzione geografica
Continente #
NA - Nord America 5.158
EU - Europa 4.101
AS - Asia 4.064
SA - Sud America 649
AF - Africa 103
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 14.087
Nazione #
US - Stati Uniti d'America 5.039
SG - Singapore 1.900
UA - Ucraina 732
IT - Italia 684
IE - Irlanda 618
CN - Cina 593
HK - Hong Kong 515
RU - Federazione Russa 514
BR - Brasile 490
VN - Vietnam 416
DE - Germania 326
FR - Francia 270
SE - Svezia 266
FI - Finlandia 251
KR - Corea 154
GB - Regno Unito 130
IN - India 98
CA - Canada 69
BD - Bangladesh 58
AR - Argentina 57
IQ - Iraq 55
BE - Belgio 52
PL - Polonia 50
TR - Turchia 44
NL - Olanda 40
AT - Austria 39
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
ES - Italia 20
JP - Giappone 19
VE - Venezuela 19
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
PY - Paraguay 9
TW - Taiwan 9
EG - Egitto 8
MY - Malesia 8
NP - Nepal 8
OM - Oman 8
JO - Giordania 7
LB - Libano 7
BO - Bolivia 6
ET - Etiopia 6
SY - Repubblica araba siriana 6
AE - Emirati Arabi Uniti 5
AZ - Azerbaigian 5
GR - Grecia 5
IL - Israele 5
AU - Australia 4
BG - Bulgaria 4
GE - Georgia 4
HN - Honduras 4
DK - Danimarca 3
EU - Europa 3
GH - Ghana 3
HU - Ungheria 3
JM - Giamaica 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
IR - Iran 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 14.065
Città #
Singapore 1.302
Dublin 616
Chandler 585
Hong Kong 509
San Jose 437
San Mateo 407
Jacksonville 349
Ashburn 286
Dong Ket 234
Boardman 222
Santa Clara 207
Moscow 189
Perugia 174
Lauterbourg 168
Medford 164
Princeton 163
The Dalles 142
Seoul 140
Wilmington 136
Des Moines 130
Ann Arbor 110
Beijing 105
Altamura 93
Helsinki 86
Andover 85
Los Angeles 82
Lawrence 71
New York 64
Ho Chi Minh City 54
Piscataway 54
Munich 50
Hanoi 44
Saint Petersburg 39
Orem 38
Rome 38
São Paulo 36
Falkenstein 32
Redmond 32
Turku 29
Brooklyn 28
Warsaw 28
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
Dallas 19
Shanghai 19
Chennai 17
Falls Church 17
Manchester 16
Tokyo 16
Atlanta 15
Chicago 15
Florence 15
Phoenix 15
San Paolo di Civitate 14
Amsterdam 13
Denver 13
San Casciano dei Bagni 13
Belo Horizonte 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 8.567
Nome #
Azione del vento ed edifici alti: Risposta dinamica e modelli equivalenti 210
Analysis of coupled flexural-torsional behavior of tall buildings under stochastic actions by means of equivalent beam model 177
Analisi strutturale e vibrazioni del ponte “romano” a Pesciano di Todi 152
Bayesian inference for parameters estimation using experimental data 140
An efficient framework for the reliability-based design optimization of large-scale uncertain and stochastic linear systems 139
Analysis of non-Gaussian stochastic field of wind pressure 137
Performance evaluation of monumental bridges: testing and monitoring “Ponte delle Torri” in Spoleto 133
An integrated approach for the numerical modeling of severely damaged historic structures: Application to a masonry bridge 133
Sistemi di controllo attivo delle vibrazioni indotte dal vento per l’antenna dell’Università di Perugia 131
A novel hemp-fiber bio-composite material for strengthening of arched structures: Experimental investigation 129
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 125
Performance comparison between unreinforced and confined masonry buildings subjected to shaking table tests 120
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 118
A novel biocomposite material for sustainable constructions: Metakaolin lime mortar and Spanish broom fibers 113
Random modeling of hemp fibers mechanical properties 109
Large scale reliability-based design optimization of wind excited tall buildings 109
Influence of the wind load correlation on the estimation of the generalized forces for 3D coupled 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
Analysis and Modeling of the Beat Phenomenon in the Dynamic Response of Tall Buildings 102
Intermittent beat phenomena in the response of wind excited tall buildings with closely spaced frequencies 102
Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions 102
A framework for the efficient and accurate response estimation of linear systems subject to arbitrary stationary wind excitation 100
Damage detection via modal analysis of masonry structures using shaking table tests 99
Dynamic response estimation of tallbuildings with 3D modes: A probabilistic approach to the high frequency force balance method 98
Seismic performance detection by fragility analysis : a comparison between standard and alternative approaches 98
The role of intensity measures on the accuracy of seismic fragilities 98
Analysis and modeling of natural frequency coalescing in the dynamic response of tall buildings 97
Full-scale testing of a masonry building monitored with smart brick sensors 97
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
Extrados strenghtening of brick masonry arches with hemp fibers and “cocciopesto” mixture 96
Non-stationary dynamic structural response to thunderstorm outflows 96
Un algoritmo efficiente per l’ottimizzazione dell’affidabilità di edifici alti 94
Optimal risk exchange in controlled structural systems 94
Dynamic response optimization of tall buildings subject to extreme wind loads 93
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
Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes 92
Parameters identification of cable stayed footbridges using Bayesian inference 92
Surrogate models for earthquake-induced damage detection and localization in historic structures using long-term dynamic monitoring data: Application to a masonry dome 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
A reliability approach for the wind-induced response assessment of tall buildings using the high frequency force balance 89
Influence of higher modes on the response of irregular tall buildings 87
Efficient algorithms for the reliability optimization of tall buildings 87
First results of the vibration-based structural health monitoring of a masonry dome 87
Shaking Table Investigation on the Masonry Structures Behaviour to Earthquakes with Strong Vertical Component 87
Confined vs. unreinforced masonry: Construction and shaking table tests of two-storey buildings 87
A novel approach to improve accuracy in seismic fragility analysis: The modified intensity measure method 87
Probabilistic models and simulation of irregular masonry walls 86
Geometrically Nonlinear Cantilever under Stochastic Loading Vectors 85
Higher mode contributions to the response of tall buildings with regular and irregular profiles 85
Elastic bodies with random distribution of microcracks 85
Rilievo delle vibrazioni indotte dal traffico su ponti mediante vibrometria laser doppler 85
An equivalent beam model for the analysis of tall buildings under stochastic actions 85
Bayesian updating of cable stayed footbridge model parameters using dynamic measurements 84
Effect of hemp bio composite strengthening on masonry barrel vaults damage 84
Influence of higher modes on the dynamic response of irregular and regular tall buildings 83
Influenza della correlazione dei carichi da vento sulla stima delle forze generalizzate per edifici alti con modi accoppiati 83
Estimates of extreme wind effects and wind load factors: Influence of knowledge uncertainties 83
Reliability-based design optimization of large scale uncertain and discrete linear systems subject to stochastic loads 83
Experimental characterization of natural fibre–soil interaction: lessons for earthen construction 83
Carichi indotti dal vento su edifici bassi: analisi sperimentale e confronto normativo 82
Approccio per sotto strutture nella modellazione di trave equivalente nella dinamica di edifici alti 82
Influence of important structural strengthening on the dynamic properties of a masonry arch bridge 82
Vibration Based Bayesian Inference for Finite Element Model Parameters Estimation and Damage Detection 82
Comparative measurement on the CAARC standard tall building 81
Laser doppler and radar interferometer for contactless measurements on unaccessible tie-rods on monumental buildings: Santa Maria della Consolazione Temple in Todi 81
Caratteristiche non gaussiane della pressione del vento 80
In situ shear tests on masonry panels strengthened with fiber-reinforced mortar repointing 80
Shaking table tests on a masonry building monitored using smart bricks: Damage detection and localization 80
Damage Accumulation in Glass Plates 79
Ottimizzazione stocastica di edifici alti soggetti all’azione del vento 79
Natural frequency coalescing and amplitude dependent damping in the wind-excited response of tall buildings 79
Numerical analysis of structural systems subjected to a non-Gaussian random field 78
On the accuracy of seismic fragilities for actual non-linear MDOF systems 78
Serviceability limit-state optimization of tall buildings under dynamic wind loads 77
Reliability of Low-Rise Buildings: Experimental Wind Load Modeling vs. Building Codes 77
A new biocomposite material mixing past and present to look toward the future 76
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 76
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
On the accuracy of UAV photogrammetric survey for the evaluation of historic masonry structural damages 76
Messa in opera di un sistema di monitoraggio e analisi delle stato attuale del Ponte delle Torri di Spoleto 75
Wind-induced peak bending moments in low-rise building frames 75
Movable guyed masts affected by wind loads: buckling and stochastic response 74
Structural response of a composite lamina with random parameters 74
Mechanical characterization of masonry walls in the regions affected by the 1997 Umbro-Marchigiano earthquake 74
Structural monitoring of monumental buildings: The Basilica of Santa Maria Degli Angeli in Assisi (ITALY) 73
Recent results on the use of smart bricks for earthquake-induced damage detection in masonry structures 73
Numerical modeling of the seismic response and damage of full-scale masonry arches and vaults 72
Elastic microcracked bodies with random properties 71
Wind load correlation and its effects on the second order response properties of 3D coupled tall buildings 71
Stima dei massimi della risposta globale in edifici alti regolari e irregolari 71
Totale 9.474
Categoria #
all - tutte 64.539
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 64.539


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021249 0 0 0 0 0 0 0 0 0 0 0 249
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
2025/20264.932 361 343 254 708 679 361 879 252 485 466 108 36
Totale 14.514