GRAZIOTTI, FRANCESCO
 Distribuzione geografica
Continente #
NA - Nord America 3.942
AS - Asia 2.699
EU - Europa 1.970
SA - Sud America 422
AF - Africa 148
Continente sconosciuto - Info sul continente non disponibili 148
OC - Oceania 9
Totale 9.338
Nazione #
US - Stati Uniti d'America 3.821
CN - Cina 1.122
SG - Singapore 575
IT - Italia 477
IE - Irlanda 445
VN - Vietnam 367
BR - Brasile 309
HK - Hong Kong 299
RU - Federazione Russa 275
DE - Germania 195
FI - Finlandia 141
FR - Francia 119
ZA - Sudafrica 89
GB - Regno Unito 87
CA - Canada 50
IN - India 45
BD - Bangladesh 43
JP - Giappone 42
NL - Olanda 38
AR - Argentina 37
TR - Turchia 36
UA - Ucraina 36
MX - Messico 32
ID - Indonesia 30
SE - Svezia 25
IQ - Iraq 24
ES - Italia 22
PL - Polonia 21
EC - Ecuador 20
CO - Colombia 19
PK - Pakistan 16
AT - Austria 12
VE - Venezuela 12
EG - Egitto 11
CH - Svizzera 10
KR - Corea 10
LT - Lituania 10
SA - Arabia Saudita 10
AE - Emirati Arabi Uniti 9
MY - Malesia 9
PE - Perù 9
PH - Filippine 9
BE - Belgio 8
KE - Kenya 8
MA - Marocco 8
TH - Thailandia 8
AU - Australia 7
CL - Cile 7
CR - Costa Rica 7
DZ - Algeria 7
ET - Etiopia 7
CZ - Repubblica Ceca 6
HR - Croazia 6
PS - Palestinian Territory 6
SI - Slovenia 6
DO - Repubblica Dominicana 5
IL - Israele 5
JM - Giamaica 5
PT - Portogallo 5
RO - Romania 5
TN - Tunisia 5
GR - Grecia 4
HN - Honduras 4
JO - Giordania 4
TT - Trinidad e Tobago 4
AZ - Azerbaigian 3
BO - Bolivia 3
DK - Danimarca 3
GT - Guatemala 3
KW - Kuwait 3
LB - Libano 3
MU - Mauritius 3
NG - Nigeria 3
NI - Nicaragua 3
PY - Paraguay 3
TL - Timor Orientale 3
TW - Taiwan 3
XK - ???statistics.table.value.countryCode.XK??? 3
AL - Albania 2
BH - Bahrain 2
KG - Kirghizistan 2
LK - Sri Lanka 2
LU - Lussemburgo 2
LV - Lettonia 2
PA - Panama 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
SV - El Salvador 2
UY - Uruguay 2
UZ - Uzbekistan 2
AO - Angola 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BS - Bahamas 1
BW - Botswana 1
CG - Congo 1
CY - Cipro 1
DM - Dominica 1
EE - Estonia 1
EU - Europa 1
Totale 9.178
Città #
Dublin 444
Ashburn 426
San Jose 417
Chandler 328
Singapore 298
Hong Kong 290
Beijing 282
Dallas 236
Council Bluffs 194
Nanjing 156
Ho Chi Minh City 138
Los Angeles 116
Helsinki 96
Nanchang 89
Boardman 88
New York 88
Hanoi 87
Lauterbourg 81
Johannesburg 80
Princeton 76
Jacksonville 74
Munich 73
Lawrence 70
Medford 60
Hebei 58
Moscow 53
Redondo Beach 50
Milan 48
Shanghai 48
Jiaxing 47
Changsha 46
Hangzhou 46
Rome 45
Shenyang 45
Wilmington 45
Santa Clara 44
Tianjin 39
Pavia 38
Tokyo 36
Naples 34
São Paulo 34
Ann Arbor 31
Buffalo 31
Orem 31
Atlanta 27
Brooklyn 25
Frankfurt am Main 23
Turku 22
Phoenix 21
Warsaw 19
Rio de Janeiro 18
Denver 16
Florence 16
Amsterdam 15
Da Nang 15
Montreal 15
Turin 15
Chicago 14
Falkenstein 13
Haiphong 13
Columbus 12
Houston 12
Jakarta 12
London 12
San Francisco 12
The Dalles 12
Basingstoke 11
Boston 11
Fairfield 11
Manchester 11
Norwalk 11
Seattle 11
Ankara 10
Poplar 10
Redwood City 10
Toronto 10
Belo Horizonte 9
Biên Hòa 9
Mexico City 9
Stockholm 9
Bangkok 8
Dhaka 8
Guangzhou 8
Querétaro 8
Addis Ababa 7
Can Tho 7
Hải Dương 7
Lausanne 7
Nairobi 7
New Delhi 7
Baghdad 6
Barcelona 6
Bogotá 6
Brasília 6
Brussels 6
Caracas 6
Chennai 6
Dearborn 6
Dong Ket 6
Istanbul 6
Totale 5.771
Nome #
Comportamento degli edifici in muratura nella sequenza sismica dell’Italia centrale del 2016 - Parte 1: Quadro generale 403
Definition of differential seismic input motions for out-of-plane dynamic testing of unreinforced masonry gable walls considering different roof configurations 235
Comportamento degli edifici in muratura nella sequenza sismica dell’Italia centrale del 2016 - Parte 2: Esempi di centri colpiti 176
Experimental characterisation of calcium-silicate brick masonry for seismic assessment 162
An analytical procedure for the derivation of state-dependent fragility curves for masonry buildings 157
Comportamento degli edifici in muratura nella sequenza sismica del 2012 in Emilia 156
Human-Induced Vibrations on Museum Artefacts: Literature Review And Calculation Example 143
Experimental seismic response of a half scale natural stone masonry building aggregate 139
Modello numerico semplificato ad un grado di libertà per l’interpretazione del comportamento dinamico di strutture in muratura 136
Comportamento ciclico sperimentale nel piano di fasce in muratura di pietra 135
Experimental seismic performance of a full-scale unreinforced clay-masonry building with flexible timber diaphragms 134
A single degree of freedom model for the simulation of the out-of-plane response of unreinforced masonry walls 133
A direct method to compute the inelastic displacement demand of masonry structures 131
A nonlinear SDOF model for the simplified evaluation of the displacement demand of low-rise URM buildings 130
Implications of cumulated seismic damage on the seismic performance of unreinforced masonry buildings 125
Shaking table test on a full scale URM cavity wall building 125
Dynamic Shake-Table Tests on Two Full-Scale Unreinforced Masonry Buildings Subjected to Induced Seismicity 124
Experimental and numerical assessment of the seismic performance of a half-scale stone masonry building aggregate 121
Experimental Seismic Response of a Half-Scale Stone Masonry Building Aggregate: Effects of Retrofit Strategies 118
Displacement demand for nonlinear static analyses of masonry structures: Critical review and improved formulations 117
A comprehensive in situ and laboratory testing programme supporting seismic risk analysis of URM buildings subjected to induced earthquakes 116
A masonry catalogue for the Groningen region 116
Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending 113
Numerical modeling of cavity-wall URM buildings 113
Detailed micro-modelling of the direct shear tests of brick masonry specimens: The role of dilatancy 112
Numerical assessment of the dynamic response of a URM terraced house exposed to induced seismicity 112
Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks 112
Collapse shake-table test on a URM-timber roof substructure 111
Dynamic collapse testing of a full-scale URM cavity-wall structure 110
Use of equivalent SDOF systems for the evaluation of displacement demand for masonry buildings 108
Corrigendum to “Modelling one-way out-of-plane response of single leaf and cavity walls” [Eng. Struct. 167 (2018) 241–255] 108
Study of the dynamic behaviour of a timber altarpiece using Laser Vibrometers 107
Shaking table tests of URM walls subjected to two-way bending out-of-plane seismic excitation 107
Usability and damage assessment of public buildings and churches after the 2016 central italy earthquake: The reluis experience 107
Experimental response of URM single leaf and cavity walls in out-of-plane two-way bending generated by seismic excitation 106
Collapse shake-table testing of a clay-URM building with chimneys 105
Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms 104
Contributions towards a displacement-based seismic assessment of masonry structures 103
Expansion of mortar joints in direct shear tests of masonry samples: implications on shear strength and experimental characterization of dilatancy 102
Modelling one-way out-of-plane response of single-leaf and cavity walls 102
A Proposal for the Interpretation of the In-Situ Shear Strength Index Test for Brick Masonry 102
Two-way bending experimental response of URM walls subjected to combined horizontal and vertical seismic excitation 101
Out-of-plane shaking table tests on URM single leaf and cavity walls in two-way bending 99
Modelling rocking response via equivalent viscous damping 99
Out-of-plane shaking table tests on URM cavity walls 98
Evaluation of displacement demand for unreinforced masonry buildings by equivalent SDOF systems 98
Experimental seismic performance of a half-scale stone masonry building aggregate 98
Shaking table test on a full-scale unreinforced clay masonry building with flexible diaphragms 97
Experimental validation of analytical equations for retrofitting masonry buildings with timber frames and boards 95
Seismic vulnerability of roof systems combining URM gable walls and timber diaphragms 95
SEISMIC PROTECTION OF CULTURAL HERITAGE BUILDING CONTENTS BY KINEMATIC ISOLATION DEVICES 94
Experimental campaign on double-leaf stone masonry specimens at the University of Pavia and EUCENTRE Pavia 94
Cyclic response of masonry piers retrofitted with timber frames and boards 94
Numerical Assessment of the Seismic Performance of a Timber Retrofit Solution for Unreinforced Masonry Buildings 93
Out-of-plane shaking table tests on URM single leaf and cavity walls 92
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 92
Remarks on damage and response of school buildings after the Central Italy earthquake sequence 89
Full scale shaking table test on a URM cavity wall terraced house building 89
Effects of vertical ground motions on the dynamic response of URM structures: Comparative shake-table tests 89
Proposal for an improved procedure and interpretation of ASTM C1531 for the in situ determination of brick-masonry shear strength 88
Design procedure for a timber-based seismic retrofit applied to masonry buildings 85
Energy dissipation involved in the out-of-plane response of unreinforced masonry walls 85
A Shake Table Testing Campaign of Electrical Cabinets 84
Experimental Researches on the Seismic Behaviour of Masonry Spandrels: an International Perspective 83
TIMBER-BASED SEISMIC RETROFIT TECHNIQUES FOR EXISTING MASONRY STRUCTURES IN NORTH EUROPE 81
Lateral strength of URM piers: Comparison between codified criteria and in-plane test results 81
Parametric study on the in-plane performance of a steel frame retrofit solution for URM buildings using DEM 81
Improved evaluation of inelastic displacement demands for short-period masonry structures 80
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit 79
Experimental insights into the seismic behaviour of flanged URM walls 77
Numerical Simulation of the Dynamic Out-Of-Plane Two-Way Bending Seismic Behaviour of Unreinforced Masonry Walls Using Equivalent SDOF Systems 75
EFFECT OF AN INNOVATIVE ISOLATION SYSTEM ON THE SEISMIC RESPONSE OF CULTURAL HERITAGE BUILDING CONTENTS 74
Influence of timber lintels on the cyclic behavior of stone masonry spandrels 73
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 73
Shake-Table Test of a Strengthened Stone Masonry Building Aggregate with Flexible Diaphragms 70
Shake-Table Tests on an Industrial Steel Rack Isolated with Innovative Modular Devices 69
Dataset from the Dynamic Shake-Table Experiments on a Full-Scale Unreinforced Clay-Brick Masonry Building with Chimneys 68
Shaking-table test of a half-scaled natural stone masonry building aggregate with flexible diaphragm 68
Torsional shear strength of unreinforced brick masonry bed joints 67
Numerical simulation of the nonlinear earthquake response of a monitored urM school building 66
Two-way bending out-of-plane collapse of a full-scale URM building tested on a shake table 64
NON-DESTRUCTIVE DIAGNOSTICS OF TIMBER ALTARPIECES: SOUND-INDUCED LASER VIBROMETRY FOR EARLY DETECTION OF DELAMINATION 59
Experimental cyclic behaviour of stone masonry spandrels 59
Numerical simulation of a timber retrofit solution for unreinforced masonry buildings 58
Multicriteria decision tools for selection of sustainable integrated retrofits: application to the seismic and energy upgrade of a masonry building 58
Discussion on data recorded by the Italian structural seismic monitoring network on three masonry structures hit by the 2016-2017 central Italy earthquake 56
Modelling of unreinforced periodic masonry panels tested under two-way bending via a non-linear discrete homogenized strategy 55
Simplified methodologies for assessing the out-of-plane two-way bending seismic response of unreinforced brick masonry walls: lessons from recent experimental studies 52
ISO-CLASS CURVES FOR THE ASSESSMENT OF SEISMIC/ENERGY RETROFITTING OF AN EXISTING MASONRY BUILDING THROUGH A TIMBER FRAME SYSTEM 45
Modelling the experimental seismic out-of-plane two-way bending response of unreinforced periodic masonry panels using a non-linear discrete homogenized strategy 44
Vertical accelerations in seismic analysis: A numerical investigation of their effects on URM structures 40
Displacement demand equations for the non-linear static analysis of short-period masonry structures 36
Shake-Table Tests on a URM Building with Chimneys 23
Totale 9.338
Categoria #
all - tutte 37.811
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 37.811


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022273 0 0 0 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
2025/20263.747 308 270 388 490 482 181 645 179 321 282 111 90
2026/20271.172 87 454 196 435 0 0 0 0 0 0 0 0
Totale 9.338