IRIS
GRAZIOTTI, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 2.797
AS - Asia 2.644
EU - Europa 1.773
SA - Sud America 406
AF - Africa 147
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 4
Totale 7.780
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Nazione #
US - Stati Uniti d'America 2.711
CN - Cina 1.110
SG - Singapore 561
IE - Irlanda 444
VN - Vietnam 367
IT - Italia 320
BR - Brasile 297
HK - Hong Kong 293
RU - Federazione Russa 273
DE - Germania 194
FI - Finlandia 141
FR - Francia 115
ZA - Sudafrica 89
GB - Regno Unito 75
IN - India 45
BD - Bangladesh 37
JP - Giappone 37
AR - Argentina 36
NL - Olanda 35
TR - Turchia 35
UA - Ucraina 34
CA - Canada 32
MX - Messico 31
ID - Indonesia 30
SE - Svezia 25
IQ - Iraq 24
ES - Italia 22
PL - Polonia 21
EC - Ecuador 20
CO - Colombia 18
PK - Pakistan 15
AT - Austria 12
EG - Egitto 11
LT - Lituania 10
VE - Venezuela 10
KR - Corea 9
MY - Malesia 9
PE - Perù 9
PH - Filippine 9
SA - Arabia Saudita 9
AE - Emirati Arabi Uniti 8
BE - Belgio 8
KE - Kenya 8
MA - Marocco 8
TH - Thailandia 8
AU - Australia 7
CL - Cile 7
DZ - Algeria 7
ET - Etiopia 7
CH - Svizzera 6
CZ - Repubblica Ceca 6
HR - Croazia 6
PS - Palestinian Territory 6
DO - Repubblica Dominicana 5
SI - Slovenia 5
TN - Tunisia 5
CR - Costa Rica 4
JM - Giamaica 4
JO - Giordania 4
PT - Portogallo 4
AZ - Azerbaigian 3
BO - Bolivia 3
DK - Danimarca 3
IL - Israele 3
KW - Kuwait 3
LB - Libano 3
MU - Mauritius 3
NG - Nigeria 3
PY - Paraguay 3
TW - Taiwan 3
XK - ???statistics.table.value.countryCode.XK??? 3
AL - Albania 2
BH - Bahrain 2
KG - Kirghizistan 2
LK - Sri Lanka 2
LV - Lettonia 2
NI - Nicaragua 2
PA - Panama 2
RO - Romania 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
UY - Uruguay 2
UZ - Uzbekistan 2
AO - Angola 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BW - Botswana 1
CG - Congo 1
DM - Dominica 1
EU - Europa 1
GE - Georgia 1
GR - Grecia 1
GT - Guatemala 1
GY - Guiana 1
HN - Honduras 1
KH - Cambogia 1
KZ - Kazakistan 1
LY - Libia 1
MD - Moldavia 1
ML - Mali 1
Totale 7.772
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Città #
Dublin 444
Chandler 328
Singapore 291
Hong Kong 285
Ashburn 279
Beijing 276
San Jose 266
Dallas 225
Nanjing 156
Ho Chi Minh City 138
Los Angeles 105
Helsinki 96
Nanchang 89
Boardman 88
Hanoi 87
New York 86
Lauterbourg 81
Johannesburg 80
Princeton 75
Jacksonville 74
Munich 73
Lawrence 70
Medford 60
Hebei 58
Moscow 53
Redondo Beach 50
Jiaxing 47
Shanghai 47
Changsha 46
Hangzhou 46
Shenyang 45
Wilmington 45
Tianjin 39
Pavia 37
Milan 33
Tokyo 32
Ann Arbor 31
Orem 30
São Paulo 30
Buffalo 29
Rome 29
Brooklyn 23
Frankfurt am Main 23
Naples 23
Turku 22
Warsaw 19
Rio de Janeiro 17
Phoenix 16
Santa Clara 16
Amsterdam 15
Da Nang 15
Montreal 15
Denver 14
Florence 14
Atlanta 13
Falkenstein 13
Haiphong 13
Jakarta 12
London 12
The Dalles 12
Basingstoke 11
Boston 11
Fairfield 11
Houston 11
Manchester 11
Seattle 11
Ankara 10
Norwalk 10
Poplar 10
Redwood City 10
Belo Horizonte 9
Biên Hòa 9
Chicago 9
Mexico City 9
San Francisco 9
Stockholm 9
Turin 9
Bangkok 8
Guangzhou 8
Querétaro 8
Toronto 8
Addis Ababa 7
Can Tho 7
Council Bluffs 7
Dhaka 7
Hải Dương 7
Nairobi 7
New Delhi 7
Baghdad 6
Barcelona 6
Bogotá 6
Brussels 6
Chennai 6
Dearborn 6
Dong Ket 6
Istanbul 6
Lima 6
Zagreb 6
Zhengzhou 6
Cairo 5
Totale 5.107
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Nome #
Comportamento degli edifici in muratura nella sequenza sismica dell’Italia centrale del 2016 - Parte 1: Quadro generale 221
Experimental characterisation of calcium-silicate brick masonry for seismic assessment 157
Comportamento degli edifici in muratura nella sequenza sismica dell’Italia centrale del 2016 - Parte 2: Esempi di centri colpiti 152
An analytical procedure for the derivation of state-dependent fragility curves for masonry buildings 151
Comportamento degli edifici in muratura nella sequenza sismica del 2012 in Emilia 139
Modello numerico semplificato ad un grado di libertà per l’interpretazione del comportamento dinamico di strutture in muratura 130
Human-Induced Vibrations on Museum Artefacts: Literature Review And Calculation Example 128
Comportamento ciclico sperimentale nel piano di fasce in muratura di pietra 123
Experimental seismic performance of a full-scale unreinforced clay-masonry building with flexible timber diaphragms 123
A direct method to compute the inelastic displacement demand of masonry structures 122
Experimental seismic response of a half scale natural stone masonry building aggregate 121
A nonlinear SDOF model for the simplified evaluation of the displacement demand of low-rise URM buildings 118
Implications of cumulated seismic damage on the seismic performance of unreinforced masonry buildings 113
A masonry catalogue for the Groningen region 113
Experimental and numerical assessment of the seismic performance of a half-scale stone masonry building aggregate 113
A single degree of freedom model for the simulation of the out-of-plane response of unreinforced masonry walls 112
Dynamic Shake-Table Tests on Two Full-Scale Unreinforced Masonry Buildings Subjected to Induced Seismicity 112
Shaking table test on a full scale URM cavity wall building 110
Experimental Seismic Response of a Half-Scale Stone Masonry Building Aggregate: Effects of Retrofit Strategies 110
A comprehensive in situ and laboratory testing programme supporting seismic risk analysis of URM buildings subjected to induced earthquakes 109
Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks 107
Collapse shake-table test on a URM-timber roof substructure 107
Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending 106
Detailed micro-modelling of the direct shear tests of brick masonry specimens: The role of dilatancy 105
Numerical assessment of the dynamic response of a URM terraced house exposed to induced seismicity 103
Corrigendum to “Modelling one-way out-of-plane response of single leaf and cavity walls” [Eng. Struct. 167 (2018) 241–255] 103
Use of equivalent SDOF systems for the evaluation of displacement demand for masonry buildings 102
Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms 99
Experimental response of URM single leaf and cavity walls in out-of-plane two-way bending generated by seismic excitation 99
Usability and damage assessment of public buildings and churches after the 2016 central italy earthquake: The reluis experience 98
Modelling one-way out-of-plane response of single-leaf and cavity walls 97
A Proposal for the Interpretation of the In-Situ Shear Strength Index Test for Brick Masonry 97
Dynamic collapse testing of a full-scale URM cavity-wall structure 96
Collapse shake-table testing of a clay-URM building with chimneys 96
Contributions towards a displacement-based seismic assessment of masonry structures 94
Shaking table test on a full-scale unreinforced clay masonry building with flexible diaphragms 93
Evaluation of displacement demand for unreinforced masonry buildings by equivalent SDOF systems 92
Displacement demand for nonlinear static analyses of masonry structures: Critical review and improved formulations 92
Out-of-plane shaking table tests on URM cavity walls 90
Modelling rocking response via equivalent viscous damping 90
Experimental seismic performance of a half-scale stone masonry building aggregate 89
Two-way bending experimental response of URM walls subjected to combined horizontal and vertical seismic excitation 89
Out-of-plane shaking table tests on URM single leaf and cavity walls in two-way bending 88
Shaking table tests of URM walls subjected to two-way bending out-of-plane seismic excitation 88
Expansion of mortar joints in direct shear tests of masonry samples: implications on shear strength and experimental characterization of dilatancy 87
Out-of-plane shaking table tests on URM single leaf and cavity walls 87
Seismic vulnerability of roof systems combining URM gable walls and timber diaphragms 87
Study of the dynamic behaviour of a timber altarpiece using Laser Vibrometers 86
Full scale shaking table test on a URM cavity wall terraced house building 85
Numerical modeling of cavity-wall URM buildings 85
Dataset from shake-table testing of four full-scale URM walls in a two-way bending configuration subjected to combined out-of-plane horizontal and vertical excitation 85
Cyclic response of masonry piers retrofitted with timber frames and boards 85
Proposal for an improved procedure and interpretation of ASTM C1531 for the in situ determination of brick-masonry shear strength 84
Remarks on damage and response of school buildings after the Central Italy earthquake sequence 82
Energy dissipation involved in the out-of-plane response of unreinforced masonry walls 79
Lateral strength of URM piers: Comparison between codified criteria and in-plane test results 75
Improved evaluation of inelastic displacement demands for short-period masonry structures 74
Experimental campaign on double-leaf stone masonry specimens at the University of Pavia and EUCENTRE Pavia 74
Experimental validation of analytical equations for retrofitting masonry buildings with timber frames and boards 73
Numerical Assessment of the Seismic Performance of a Timber Retrofit Solution for Unreinforced Masonry Buildings 73
Parametric study on the in-plane performance of a steel frame retrofit solution for URM buildings using DEM 70
Effects of vertical ground motions on the dynamic response of URM structures: Comparative shake-table tests 69
Influence of timber lintels on the cyclic behavior of stone masonry spandrels 68
EFFECT OF AN INNOVATIVE ISOLATION SYSTEM ON THE SEISMIC RESPONSE OF CULTURAL HERITAGE BUILDING CONTENTS 68
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 67
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit 67
A Shake Table Testing Campaign of Electrical Cabinets 67
SEISMIC PROTECTION OF CULTURAL HERITAGE BUILDING CONTENTS BY KINEMATIC ISOLATION DEVICES 66
Experimental Researches on the Seismic Behaviour of Masonry Spandrels: an International Perspective 66
Shaking-table test of a half-scaled natural stone masonry building aggregate with flexible diaphragm 65
Design procedure for a timber-based seismic retrofit applied to masonry buildings 64
Shake-Table Test of a Strengthened Stone Masonry Building Aggregate with Flexible Diaphragms 59
Definition of differential seismic input motions for out-of-plane dynamic testing of unreinforced masonry gable walls considering different roof configurations 58
Two-way bending out-of-plane collapse of a full-scale URM building tested on a shake table 58
Torsional shear strength of unreinforced brick masonry bed joints 58
Experimental insights into the seismic behaviour of flanged URM walls 57
Experimental cyclic behaviour of stone masonry spandrels 56
Numerical Simulation of the Dynamic Out-Of-Plane Two-Way Bending Seismic Behaviour of Unreinforced Masonry Walls Using Equivalent SDOF Systems 55
Numerical simulation of the nonlinear earthquake response of a monitored urM school building 52
Dataset from the Dynamic Shake-Table Experiments on a Full-Scale Unreinforced Clay-Brick Masonry Building with Chimneys 51
Modelling of unreinforced periodic masonry panels tested under two-way bending via a non-linear discrete homogenized strategy 51
TIMBER-BASED SEISMIC RETROFIT TECHNIQUES FOR EXISTING MASONRY STRUCTURES IN NORTH EUROPE 49
Simplified methodologies for assessing the out-of-plane two-way bending seismic response of unreinforced brick masonry walls: lessons from recent experimental studies 47
Numerical simulation of a timber retrofit solution for unreinforced masonry buildings 44
Multicriteria decision tools for selection of sustainable integrated retrofits: application to the seismic and energy upgrade of a masonry building 44
NON-DESTRUCTIVE DIAGNOSTICS OF TIMBER ALTARPIECES: SOUND-INDUCED LASER VIBROMETRY FOR EARLY DETECTION OF DELAMINATION 44
Shake-Table Tests on an Industrial Steel Rack Isolated with Innovative Modular Devices 41
Modelling the experimental seismic out-of-plane two-way bending response of unreinforced periodic masonry panels using a non-linear discrete homogenized strategy 40
Discussion on data recorded by the Italian structural seismic monitoring network on three masonry structures hit by the 2016-2017 central Italy earthquake 39
ISO-CLASS CURVES FOR THE ASSESSMENT OF SEISMIC/ENERGY RETROFITTING OF AN EXISTING MASONRY BUILDING THROUGH A TIMBER FRAME SYSTEM 32
Displacement demand equations for the non-linear static analysis of short-period masonry structures 30
Vertical accelerations in seismic analysis: A numerical investigation of their effects on URM structures 12
Shake-Table Tests on a URM Building with Chimneys 12
Totale 7.924
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Categoria #
all - tutte 30.691
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 30.691
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202132 0 0 0 0 0 0 0 0 0 16 10 6
2021/2022279 1 4 1 1 5 2 3 17 17 13 50 165
2022/20231.062 130 104 5 44 85 96 5 42 505 4 36 6
2023/2024540 39 123 10 33 32 120 2 42 4 28 49 58
2024/20251.471 52 85 44 52 68 63 70 84 370 58 152 373
2025/20263.505 308 270 388 490 482 181 645 179 321 241 0 0
Totale 7.924