CRIS Current Research Information System

PALERMO, MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 8.946
AS - Asia 8.186
EU - Europa 7.327
Continente sconosciuto - Info sul continente non disponibili 678
SA - Sud America 518
AF - Africa 445
OC - Oceania 38
AN - Antartide 1
Totale 26.139
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Nazione #
US - Stati Uniti d'America 8.761
CN - Cina 2.293
IT - Italia 2.182
SG - Singapore 2.075
VN - Vietnam 1.708
DE - Germania 1.698
GB - Regno Unito 1.203
HK - Hong Kong 508
FR - Francia 484
IN - India 481
BR - Brasile 334
RU - Federazione Russa 312
NL - Olanda 223
SE - Svezia 217
BD - Bangladesh 207
IE - Irlanda 201
KR - Corea 198
JP - Giappone 145
ZA - Sudafrica 129
CA - Canada 120
FI - Finlandia 116
UA - Ucraina 110
TG - Togo 108
BG - Bulgaria 99
CI - Costa d'Avorio 90
EE - Estonia 89
JO - Giordania 73
TR - Turchia 73
PH - Filippine 69
AR - Argentina 58
AT - Austria 55
BE - Belgio 54
ID - Indonesia 52
CH - Svizzera 50
TH - Thailandia 46
IR - Iran 45
ES - Italia 44
PL - Polonia 42
PT - Portogallo 39
MX - Messico 32
EC - Ecuador 31
AU - Australia 30
IQ - Iraq 30
TW - Taiwan 29
PK - Pakistan 28
SA - Arabia Saudita 27
NG - Nigeria 24
RO - Romania 24
CO - Colombia 23
PE - Perù 23
CL - Cile 21
EG - Egitto 21
SC - Seychelles 21
GR - Grecia 17
MY - Malesia 16
MA - Marocco 12
UZ - Uzbekistan 12
AL - Albania 10
CY - Cipro 10
TN - Tunisia 10
KE - Kenya 9
LT - Lituania 9
SY - Repubblica araba siriana 9
HR - Croazia 8
IL - Israele 8
KZ - Kazakistan 8
PY - Paraguay 8
VE - Venezuela 8
BY - Bielorussia 6
DK - Danimarca 6
LV - Lettonia 6
BO - Bolivia 5
LY - Libia 5
NZ - Nuova Zelanda 5
PS - Palestinian Territory 5
SK - Slovacchia (Repubblica Slovacca) 5
AM - Armenia 4
CR - Costa Rica 4
NP - Nepal 4
SV - El Salvador 4
UY - Uruguay 4
AE - Emirati Arabi Uniti 3
AZ - Azerbaigian 3
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
ET - Etiopia 3
GE - Georgia 3
HN - Honduras 3
HU - Ungheria 3
KH - Cambogia 3
OM - Oman 3
RS - Serbia 3
TT - Trinidad e Tobago 3
BA - Bosnia-Erzegovina 2
BW - Botswana 2
EU - Europa 2
GT - Guatemala 2
GY - Guiana 2
JM - Giamaica 2
Totale 25.423
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Città #
Singapore 1.334
Southend 966
Frankfurt am Main 913
Ashburn 761
San Jose 685
Chandler 581
Fairfield 547
Bologna 537
Santa Clara 483
Hong Kong 435
Hanoi 376
Ho Chi Minh City 370
Hefei 337
Boardman 310
Wilmington 300
Princeton 286
Woodbridge 283
Beijing 277
Council Bluffs 275
Dallas 269
Houston 269
Seattle 233
Dong Ket 220
Ann Arbor 206
Dublin 197
Cambridge 185
Milan 164
Seoul 163
Lauterbourg 146
New York 142
Los Angeles 141
Nanjing 119
Rome 118
Westminster 110
Lomé 108
Berlin 103
Padova 100
Sofia 97
Tokyo 95
Abidjan 90
Helsinki 90
Medford 86
Jinan 76
Redondo Beach 76
Amman 73
Shenyang 68
The Dalles 65
Changsha 63
Buffalo 61
Da Nang 58
Jacksonville 57
Shanghai 56
Guangzhou 54
Pune 51
Redmond 50
Amsterdam 49
Haiphong 48
Saint Petersburg 48
Chicago 46
Munich 44
Turin 44
Hebei 42
Cesena 40
São Paulo 40
Bremen 39
Vienna 39
San Diego 38
Zhengzhou 37
Brussels 36
London 36
Florence 35
Grafing 35
Bengaluru 33
Naples 33
Redwood City 33
Tianjin 33
Jiaxing 32
Nuremberg 32
Jakarta 30
Forlì 29
Orem 29
Hangzhou 28
Nanchang 28
Ankara 27
Moscow 27
Phoenix 27
Warsaw 27
Yubileyny 26
Reggio Emilia 25
San Francisco 25
Montreal 24
Rimini 24
Falkenstein 23
Falls Church 23
Abeokuta 22
Brooklyn 22
Can Tho 22
Olalla 22
Taizhou 22
Toronto 22
Totale 15.761
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Nome #
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 331
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 329
Wire and arc additive manufacturing : a research perspective 318
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 293
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 275
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 254
Blended structural optimization for wire-and-arc additively manufactured beams 253
Stampante tridimensionale e relativo procedimento di stampa 246
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 243
Stampante tridimensionale, relativo procedimento per la realizzazione di un oggetto stampato ed oggetto così ottenuto 239
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration 239
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 238
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 237
Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel 231
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 230
A Possible Interpretation of Data acquired from Monitoring Systems 220
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 219
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 218
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 212
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 210
Mechanical and microstructural features of wire-and-arc additively manufactured carbon steel thick plates 207
AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties 207
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 206
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 203
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 203
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 201
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 200
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 199
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 197
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 197
Towards 3D-printed steel grid-shells: the main idea and first studies 197
Experimentally-validated buckling behavior of wire-arc additively manufactured stainless steel bars 194
Palo reticolare 193
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 189
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 189
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 188
Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel 188
Experimental tests on Crescent Shaped Braces hysteretic devices 186
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 186
Seismic Modelling of a Masonry Monument Including the Interaction of the Vaults, Longitudinal Walls and Soil 185
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 183
Italy’s new forensic engineering research centre: A progress report 183
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 182
In-plane shear behaviour of thin low reinforced concrete panels for earthquake re-construction 181
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 180
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 177
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 177
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 176
Design for Additive Manufacturing of Crescent Shaped Brace Device to Strengthen Pinned Beam-Column Connections 175
Multi-performance seismic design through an enhanced first-storey isolation system 175
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 173
The “direct five-step procedure” for the design of added viscous dampers to be inserted into existing buildings: formulation and case study 172
A comprehensive study on the seismic response of one-storey asymmetric systems 165
Stochastic-based damping reduction factors 164
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 163
The structural behaviour of the masonry vaults of the Cathedral of Modena 162
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces 159
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 159
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 159
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace 158
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 158
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 155
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 155
The application of weld-based additive manufacturing steel to structural engineering 154
The "direct-five step procedure for existing buildings": development and first application 153
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 153
A statistical study on the peak ground parameters and amplification factors for an updated design displacement spectrum and a criterion for the selection of recorded ground motions 152
Wire-and-Arc Additive Manufacturing for lattice steel structures: overview of the experimental characterization on dot-by-dot rods 150
The assessment of the seismic behavior of the Cathedral of Modena, Italy 149
Un metodo semplificato per il dimensionamento e l’analisi di strutture equipaggiate con smorzatori viscosi A simplified method for dimensioning and analyzing equipped structures with viscous dampers 147
COMPARING THE PERFORMANCES OF FRAMED BUILDINGS EQUIPPED WITH DIFFERENT DAMPERS CONFIGURATIONS 147
Design and prototyping wire arc additively manufactured aluminum alloy lattice structures 145
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 145
Comprehensive Review on the Dynamic and Seismic Behavior of Flat-Bottom Cylindrical Silos Filled With Granular Material 145
The structural strengthening of the Garisenda Tower in Bologna, Italy 144
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 144
Mesuarement of the free vibration response of the asinelli tower in Bologna and its interpretation Asinelli Tower in Bologna and its interpretation 143
The seismic assessment of the Asinelli tower in Bologna 143
Force reduction factor for building structures equipped with added viscous dampers 142
Monitoring the structural health of the “Due Torri” in Bologna 142
Sistemi minimi per la progettazione sismica di ponti con diverse soluzioni per lo schema di vincolo 142
Long-term seismometric monitoring of the two towers of Bologna (Italy): Modal frequencies identification and effects due to traffic induced vibrations 141
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 140
The static and dynamic monitoring of the Asinelli tower in Bologna, Italy 139
Energy Dissipation Systems for Seismic Vibration-Induced Damage Mitigation in Building Structures: Development, Modeling, Analysis, and Design 139
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces at both storeys: Experimental vs. numerical response 138
Experiments on crescent shaped braces 138
A bracing system for optimized seismic performance of multistory frame structures 138
Applicative solutions for the seismic improvement of a hospital building with the use of viscous dampers 137
A Direct Procedure for The Seismic Design of Frame Structures with Added Viscous Dampers 137
“ALPHA METHOD” FOR THE PREDICTION OF THE MAXIMUM DISPLACEMENT AT THE FLEXIBLE SIDE OF ECCENTRIC SYSTEMS 135
Multi performance seismic design through an enhanced first storey isolation system 135
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers 133
Experimental assessment of a new steel hysteretic device: Crescent shaped brace 132
On the Fundamental Periods of Vibration of Flat-Bottom Ground-Supported Circular Silos containing Gran-like Material 132
L'Osservatorio Claudio Ceccoli sui vizi e difetti del costruito, oggetto del contendere giudiziario 131
Physically based prediction of the maximum corner displacement of one-storey eccentric systems 131
Structural strengthening of the portico of the Santa Maria dei Servi church in Bologna 131
Seismic horizontal forces exerted by granular material on flat bottom silos: experimental and analytical results 131
A time domain approach for data interpretation from long-term static monitoring of historical structures 130
Totale 18.049
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Categoria #
all - tutte 74.921
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 74.921
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.208 0 109 127 63 247 138 72 197 134 132 450 539
2022/20232.587 299 413 135 359 176 150 132 117 480 60 167 99
2023/20241.509 70 147 87 71 102 312 90 102 94 115 128 191
2024/20255.048 278 709 468 471 873 320 469 202 126 198 271 663
2025/20269.085 440 850 919 502 965 397 996 283 1.680 849 637 567
2026/2027600 306 294 0 0 0 0 0 0 0 0 0 0
Totale 26.139