IRIS - Res&Arch Institutional Research Information System - Research & Archive

GIOFFRE', Massimiliano
 Distribuzione geografica
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Continente #
NA - Nord America 5.351
EU - Europa 4.135
AS - Asia 4.089
SA - Sud America 652
Continente sconosciuto - Info sul continente non disponibili 433
AF - Africa 107
OC - Oceania 9
Totale 14.776
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Nazione #
US - Stati Uniti d'America 5.209
SG - Singapore 1.904
UA - Ucraina 733
IT - Italia 712
IE - Irlanda 618
CN - Cina 606
HK - Hong Kong 517
RU - Federazione Russa 514
BR - Brasile 491
VN - Vietnam 417
DE - Germania 326
FR - Francia 272
SE - Svezia 266
FI - Finlandia 251
KR - Corea 155
GB - Regno Unito 131
IN - India 98
CA - Canada 82
BD - Bangladesh 60
AR - Argentina 57
IQ - Iraq 55
BE - Belgio 52
PL - Polonia 50
TR - Turchia 44
NL - Olanda 41
AT - Austria 39
UZ - Uzbekistan 31
PK - Pakistan 30
CO - Colombia 26
MX - Messico 26
ID - Indonesia 25
ZA - Sudafrica 25
CH - Svizzera 24
SA - Arabia Saudita 22
ES - Italia 21
JP - Giappone 20
VE - Venezuela 19
RO - Romania 18
EC - Ecuador 17
PH - Filippine 16
CZ - Repubblica Ceca 15
MA - Marocco 14
LT - Lituania 13
CL - Cile 12
DZ - Algeria 10
KE - Kenya 10
PE - Perù 10
PT - Portogallo 10
TN - Tunisia 10
MY - Malesia 9
PY - Paraguay 9
TW - Taiwan 9
EG - Egitto 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
AU - Australia 5
AZ - Azerbaigian 5
CR - Costa Rica 5
GR - Grecia 5
HN - Honduras 5
IL - Israele 5
JM - Giamaica 5
BG - Bulgaria 4
GE - Georgia 4
SC - Seychelles 4
DK - Danimarca 3
EU - Europa 3
GH - Ghana 3
HU - Ungheria 3
KG - Kirghizistan 3
PS - Palestinian Territory 3
RW - Ruanda 3
SV - El Salvador 3
AL - Albania 2
AM - Armenia 2
AO - Angola 2
BY - Bielorussia 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
TT - Trinidad e Tobago 2
BB - Barbados 1
BH - Bahrain 1
BN - Brunei Darussalam 1
Totale 14.322
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Città #
Singapore 1.305
Dublin 616
Chandler 585
Hong Kong 511
San Jose 437
San Mateo 407
Jacksonville 349
Ashburn 299
Dong Ket 234
Santa Clara 223
Boardman 222
Moscow 189
Perugia 174
Lauterbourg 168
Medford 164
Princeton 163
The Dalles 144
Seoul 140
Wilmington 136
Des Moines 130
Beijing 112
Ann Arbor 110
Los Angeles 101
Altamura 94
Helsinki 86
Andover 85
Lawrence 71
New York 69
Piscataway 57
Ho Chi Minh City 54
Munich 50
Hanoi 45
Saint Petersburg 39
Orem 38
Rome 38
São Paulo 36
Redmond 33
Falkenstein 32
Milan 31
Toronto 31
Turku 29
Brooklyn 28
Warsaw 28
Montreal 27
Phoenix 27
Liège 25
London 25
Frankfurt am Main 23
Norwalk 23
Brussels 22
Dallas 22
Baghdad 21
Tashkent 21
Woodbridge 21
Rio de Janeiro 20
Vienna 20
Shanghai 19
Chennai 17
Falls Church 17
Tokyo 17
Florence 16
Manchester 16
Atlanta 15
Chicago 15
San Paolo di Civitate 14
Amsterdam 13
Denver 13
Houston 13
San Casciano dei Bagni 13
Belo Horizonte 12
Guangzhou 12
Johannesburg 12
Timisoara 12
Brasília 11
Buffalo 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
Campinas 8
Caracas 8
Da Nang 8
Dhaka 8
Haiphong 8
Mazzano Romano 8
Quito 8
Santiago 8
Ankara 7
Bologna 7
Charlotte 7
Totale 8.678
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Nome #
Azione del vento ed edifici alti: Risposta dinamica e modelli equivalenti 214
Analysis of coupled flexural-torsional behavior of tall buildings under stochastic actions by means of equivalent beam model 180
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 140
Analysis of non-Gaussian stochastic field of wind pressure 139
An integrated approach for the numerical modeling of severely damaged historic structures: Application to a masonry bridge 138
Performance evaluation of monumental bridges: testing and monitoring “Ponte delle Torri” in Spoleto 135
A novel hemp-fiber bio-composite material for strengthening of arched structures: Experimental investigation 133
Sistemi di controllo attivo delle vibrazioni indotte dal vento per l’antenna dell’Università di Perugia 132
An approach based on substructures for the estimation of the response of tall buildings under wind loads using an equivalent beam 126
A performance-based design framework for the high frequency force balance method 125
Performance comparison between unreinforced and confined masonry buildings subjected to shaking table tests 123
Applications of smart bricks for strain field reconstruction in masonry walls: Numerical analysis and shaking table tests 122
Ambient Vibration Testing of a monumental fountain by contact and non-contact sensing techniques 119
A novel biocomposite material for sustainable constructions: Metakaolin lime mortar and Spanish broom fibers 115
Random modeling of hemp fibers mechanical properties 111
Dynamic Identification and Damage Detection on Masonry Buildings Using Shaking Table Tests 111
Influence of the wind load correlation on the estimation of the generalized forces for 3D coupled tall buildings 110
Large scale reliability-based design optimization of wind excited tall buildings 109
Analysis and Modeling of the Beat Phenomenon in the Dynamic Response of Tall Buildings 107
Modeling and Simulation of Non-stationary Thunderstorm Outflows 107
Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions 106
Intermittent beat phenomena in the response of wind excited tall buildings with closely spaced frequencies 102
A framework for the efficient and accurate response estimation of linear systems subject to arbitrary stationary wind excitation 101
Damage detection via modal analysis of masonry structures using shaking table tests 101
The role of intensity measures on the accuracy of seismic fragilities 100
Dynamic response estimation of tallbuildings with 3D modes: A probabilistic approach to the high frequency force balance method 99
Seismic performance detection by fragility analysis : a comparison between standard and alternative approaches 99
Analysis and modeling of natural frequency coalescing in the dynamic response of tall buildings 98
Full-scale testing of a masonry building monitored with smart brick sensors 98
Non-stationary dynamic structural response to thunderstorm outflows 98
Simulation of strongly non-Gaussian wind pressures using mixed models 97
Dynamic characterization of a severely damaged historic masonry bridge 97
Bayesian inference for parameters estimation using experimental data 97
Extrados strenghtening of brick masonry arches with hemp fibers and “cocciopesto” mixture 97
Un algoritmo efficiente per l’ottimizzazione dell’affidabilità di edifici alti 95
Optimal risk exchange in controlled structural systems 95
Dynamic response optimization of tall buildings subject to extreme wind loads 93
Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes 93
Parameters identification of cable stayed footbridges using Bayesian inference 93
A Database-Assisted Design approach for lateral drift optimization of tall buildings 92
A framework for accurate estimation of wind induced responses with specified MRIs 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
Azione del vento e sicurezza strutturale: estremi e fatica 92
Surrogate models for earthquake-induced damage detection and localization in historic structures using long-term dynamic monitoring data: Application to a masonry dome 92
A reliability approach for the wind-induced response assessment of tall buildings using the high frequency force balance 91
Reliability models for tall buildings with 3D modes: a probabilistic approach to the HFFB method 90
Influence of higher modes on the response of irregular tall buildings 89
First results of the vibration-based structural health monitoring of a masonry dome 89
Higher mode contributions to the response of tall buildings with regular and irregular profiles 88
Efficient algorithms for the reliability optimization of tall buildings 88
Shaking Table Investigation on the Masonry Structures Behaviour to Earthquakes with Strong Vertical Component 88
Geometrically Nonlinear Cantilever under Stochastic Loading Vectors 87
Probabilistic models and simulation of irregular masonry walls 87
Bayesian updating of cable stayed footbridge model parameters using dynamic measurements 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
Rilievo delle vibrazioni indotte dal traffico su ponti mediante vibrometria laser doppler 86
An equivalent beam model for the analysis of tall buildings under stochastic actions 86
Effect of hemp bio composite strengthening on masonry barrel vaults damage 86
Elastic bodies with random distribution of microcracks 85
Approccio per sotto strutture nella modellazione di trave equivalente nella dinamica di edifici alti 85
Influence of higher modes on the dynamic response of irregular and regular tall buildings 84
Estimates of extreme wind effects and wind load factors: Influence of knowledge uncertainties 84
Laser doppler and radar interferometer for contactless measurements on unaccessible tie-rods on monumental buildings: Santa Maria della Consolazione Temple in Todi 84
Reliability-based design optimization of large scale uncertain and discrete linear systems subject to stochastic loads 84
Influence of important structural strengthening on the dynamic properties of a masonry arch bridge 84
Influenza della correlazione dei carichi da vento sulla stima delle forze generalizzate per edifici alti con modi accoppiati 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
Vibration Based Bayesian Inference for Finite Element Model Parameters Estimation and Damage Detection 82
Ottimizzazione stocastica di edifici alti soggetti all’azione del vento 81
Comparative measurement on the CAARC standard tall building 81
In situ shear tests on masonry panels strengthened with fiber-reinforced mortar repointing 81
Shaking table tests on a masonry building monitored using smart bricks: Damage detection and localization 81
On the accuracy of UAV photogrammetric survey for the evaluation of historic masonry structural damages 81
Damage Accumulation in Glass Plates 80
Caratteristiche non gaussiane della pressione del vento 80
Natural frequency coalescing and amplitude dependent damping in the wind-excited response of tall buildings 80
On the accuracy of seismic fragilities for actual non-linear MDOF systems 80
Comparison between accelerometer and laser vibrometer to measure traffic excited vibrations on bridges 79
Removable guyed mast for mobile phone networks: wind load modelling and structural response 79
Numerical analysis of structural systems subjected to a non-Gaussian random field 79
Serviceability limit-state optimization of tall buildings under dynamic wind loads 78
Confronto della risposta di due tipologie di antenne strallate per telecomunicazioni 78
Reliability of Low-Rise Buildings: Experimental Wind Load Modeling vs. Building Codes 78
A new biocomposite material mixing past and present to look toward the future 76
Messa in opera di un sistema di monitoraggio e analisi delle stato attuale del Ponte delle Torri di Spoleto 76
Movable guyed masts affected by wind loads: buckling and stochastic response 76
Wind-induced peak bending moments in low-rise building frames 76
Structural response of a composite lamina with random parameters 75
Mechanical characterization of masonry walls in the regions affected by the 1997 Umbro-Marchigiano earthquake 75
Numerical modeling of the seismic response and damage of full-scale masonry arches and vaults 74
Wind load correlation and its effects on the second order response properties of 3D coupled tall buildings 74
Recent results on the use of smart bricks for earthquake-induced damage detection in masonry structures 74
Structural monitoring of monumental buildings: The Basilica of Santa Maria Degli Angeli in Assisi (ITALY) 73
Elastic microcracked bodies with random properties 72
Stima dei massimi della risposta globale in edifici alti regolari e irregolari 72
Totale 9.624
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Categoria #
all - tutte 68.271
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 68.271
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.265 0 248 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
2025/20264.941 361 343 254 708 679 361 879 252 485 466 108 45
2026/2027253 90 163 0 0 0 0 0 0 0 0 0 0
Totale 14.776