CRIS Current Research Information System

PALERMO, MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 8.524
AS - Asia 8.139
EU - Europa 7.263
SA - Sud America 509
AF - Africa 442
OC - Oceania 38
Continente sconosciuto - Info sul continente non disponibili 4
AN - Antartide 1
Totale 24.920
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Nazione #
US - Stati Uniti d'America 8.367
CN - Cina 2.291
IT - Italia 2.123
SG - Singapore 2.060
VN - Vietnam 1.709
DE - Germania 1.701
GB - Regno Unito 1.205
HK - Hong Kong 495
FR - Francia 484
IN - India 483
BR - Brasile 333
RU - Federazione Russa 313
SE - Svezia 218
NL - Olanda 216
IE - Irlanda 202
KR - Corea 198
BD - Bangladesh 192
JP - Giappone 144
ZA - Sudafrica 129
FI - Finlandia 117
UA - Ucraina 110
CA - Canada 109
TG - Togo 109
BG - Bulgaria 99
CI - Costa d'Avorio 91
EE - Estonia 89
JO - Giordania 74
TR - Turchia 73
PH - Filippine 69
AR - Argentina 58
AT - Austria 55
BE - Belgio 54
ID - Indonesia 50
CH - Svizzera 49
TH - Thailandia 44
IR - Iran 43
PL - Polonia 42
ES - Italia 41
PT - Portogallo 40
AU - Australia 30
IQ - Iraq 30
MX - Messico 30
EC - Ecuador 29
PK - Pakistan 29
SA - Arabia Saudita 28
TW - Taiwan 28
NG - Nigeria 24
RO - Romania 24
CO - Colombia 23
PE - Perù 23
EG - Egitto 21
CL - Cile 18
GR - Grecia 17
MY - Malesia 16
SC - Seychelles 16
MA - Marocco 12
UZ - Uzbekistan 12
CY - Cipro 10
TN - Tunisia 10
KE - Kenya 9
LT - Lituania 9
SY - Repubblica araba siriana 9
AL - Albania 8
HR - Croazia 8
IL - Israele 8
KZ - Kazakistan 8
PY - Paraguay 7
VE - Venezuela 7
DK - Danimarca 6
BO - Bolivia 5
BY - Bielorussia 5
LV - Lettonia 5
LY - Libia 5
NZ - Nuova Zelanda 5
PS - Palestinian Territory 5
SK - Slovacchia (Repubblica Slovacca) 5
AM - Armenia 4
NP - Nepal 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
HU - Ungheria 3
KH - Cambogia 3
OM - Oman 3
RS - Serbia 3
SV - El Salvador 3
BA - Bosnia-Erzegovina 2
BW - Botswana 2
EU - Europa 2
GT - Guatemala 2
GY - Guiana 2
KG - Kirghizistan 2
MD - Moldavia 2
NO - Norvegia 2
PA - Panama 2
Totale 24.889
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Città #
Singapore 1.319
Southend 971
Frankfurt am Main 913
Ashburn 748
San Jose 636
Chandler 586
Fairfield 547
Bologna 529
Santa Clara 473
Hong Kong 430
Hanoi 375
Ho Chi Minh City 372
Hefei 337
Boardman 312
Wilmington 299
Princeton 288
Woodbridge 283
Beijing 271
Dallas 266
Houston 266
Seattle 232
Dong Ket 220
Ann Arbor 206
Dublin 198
Cambridge 184
Seoul 163
Milan 158
Lauterbourg 147
New York 140
Los Angeles 138
Nanjing 119
Westminster 111
Lomé 109
Rome 109
Berlin 104
Padova 100
Sofia 97
Tokyo 94
Abidjan 91
Helsinki 91
Medford 87
Council Bluffs 86
Jinan 78
Redondo Beach 76
Amman 74
Shenyang 68
The Dalles 65
Changsha 63
Buffalo 60
Da Nang 58
Jacksonville 57
Shanghai 57
Guangzhou 54
Redmond 52
Pune 51
Amsterdam 50
Haiphong 48
Saint Petersburg 48
Chicago 45
Munich 44
Turin 43
Hebei 42
São Paulo 42
Bremen 39
Vienna 39
Cesena 38
San Diego 38
Zhengzhou 37
Brussels 36
London 36
Grafing 35
Florence 34
Bengaluru 33
Redwood City 33
Tianjin 33
Jiaxing 32
Nuremberg 32
Forlì 29
Jakarta 29
Naples 29
Orem 29
Hangzhou 28
Nanchang 28
Ankara 27
Moscow 27
Warsaw 27
Yubileyny 26
Reggio Emilia 25
San Francisco 25
Rimini 24
Falkenstein 23
Falls Church 23
Montreal 23
Abeokuta 22
Basingstoke 22
Can Tho 22
Olalla 22
Taizhou 22
Toronto 22
Wuhan 22
Totale 15.451
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Nome #
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 327
Wire and arc additive manufacturing : a research perspective 309
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 307
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 291
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 273
Blended structural optimization for wire-and-arc additively manufactured beams 251
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 246
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration 239
Stampante tridimensionale e relativo procedimento di stampa 236
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 235
Stampante tridimensionale, relativo procedimento per la realizzazione di un oggetto stampato ed oggetto così ottenuto 234
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 233
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 229
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 227
Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel 227
A Possible Interpretation of Data acquired from Monitoring Systems 219
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 215
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 212
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 210
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 208
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 205
Mechanical and microstructural features of wire-and-arc additively manufactured carbon steel thick plates 201
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 201
AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties 201
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 197
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 196
Towards 3D-printed steel grid-shells: the main idea and first studies 196
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 194
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 193
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 192
Palo reticolare 190
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 189
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 187
Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel 187
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 186
Experimental tests on Crescent Shaped Braces hysteretic devices 185
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 184
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 183
Seismic Modelling of a Masonry Monument Including the Interaction of the Vaults, Longitudinal Walls and Soil 183
Italy’s new forensic engineering research centre: A progress report 182
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 180
In-plane shear behaviour of thin low reinforced concrete panels for earthquake re-construction 179
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 179
Experimentally-validated buckling behavior of wire-arc additively manufactured stainless steel bars 177
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 176
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 176
Multi-performance seismic design through an enhanced first-storey isolation system 173
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 172
The “direct five-step procedure” for the design of added viscous dampers to be inserted into existing buildings: formulation and case study 171
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 171
Design for Additive Manufacturing of Crescent Shaped Brace Device to Strengthen Pinned Beam-Column Connections 168
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 168
A comprehensive study on the seismic response of one-storey asymmetric systems 164
The structural behaviour of the masonry vaults of the Cathedral of Modena 161
Stochastic-based damping reduction factors 159
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces 158
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 157
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace 156
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 156
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 155
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 154
The "direct-five step procedure for existing buildings": development and first application 152
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 152
The application of weld-based additive manufacturing steel to structural engineering 152
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 151
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 150
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 149
Wire-and-Arc Additive Manufacturing for lattice steel structures: overview of the experimental characterization on dot-by-dot rods 149
The assessment of the seismic behavior of the Cathedral of Modena, Italy 147
COMPARING THE PERFORMANCES OF FRAMED BUILDINGS EQUIPPED WITH DIFFERENT DAMPERS CONFIGURATIONS 145
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 144
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 142
Comprehensive Review on the Dynamic and Seismic Behavior of Flat-Bottom Cylindrical Silos Filled With Granular Material 142
Design and prototyping wire arc additively manufactured aluminum alloy lattice structures 141
Force reduction factor for building structures equipped with added viscous dampers 141
The structural strengthening of the Garisenda Tower in Bologna, Italy 141
Sistemi minimi per la progettazione sismica di ponti con diverse soluzioni per lo schema di vincolo 141
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 141
The seismic assessment of the Asinelli tower in Bologna 140
Long-term seismometric monitoring of the two towers of Bologna (Italy): Modal frequencies identification and effects due to traffic induced vibrations 140
Energy Dissipation Systems for Seismic Vibration-Induced Damage Mitigation in Building Structures: Development, Modeling, Analysis, and Design 139
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 138
Mesuarement of the free vibration response of the asinelli tower in Bologna and its interpretation Asinelli Tower in Bologna and its interpretation 137
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces at both storeys: Experimental vs. numerical response 136
Experiments on crescent shaped braces 136
The static and dynamic monitoring of the Asinelli tower in Bologna, Italy 135
A bracing system for optimized seismic performance of multistory frame structures 135
“ALPHA METHOD” FOR THE PREDICTION OF THE MAXIMUM DISPLACEMENT AT THE FLEXIBLE SIDE OF ECCENTRIC SYSTEMS 134
Monitoring the structural health of the “Due Torri” in Bologna 134
Multi performance seismic design through an enhanced first storey isolation system 134
A Direct Procedure for The Seismic Design of Frame Structures with Added Viscous Dampers 134
Applicative solutions for the seismic improvement of a hospital building with the use of viscous dampers 133
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers 131
Physically based prediction of the maximum corner displacement of one-storey eccentric systems 130
On the Fundamental Periods of Vibration of Flat-Bottom Ground-Supported Circular Silos containing Gran-like Material 130
Experimental assessment of a new steel hysteretic device: Crescent shaped brace 129
Structural strengthening of the portico of the Santa Maria dei Servi church in Bologna 128
Seismic horizontal forces exerted by granular material on flat bottom silos: experimental and analytical results 128
L'Osservatorio Claudio Ceccoli sui vizi e difetti del costruito, oggetto del contendere giudiziario 126
AN EQUIVALENT STATIC ANALYSIS PROCEDURE FOR STRUCTURES WITH ADDED VISCOUS DAMPERS 126
Totale 17.683
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Categoria #
all - tutte 71.555
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 71.555
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021477 0 0 0 0 0 0 0 0 0 0 0 477
2021/20222.377 155 110 128 63 249 138 72 197 134 132 455 544
2022/20232.605 301 416 135 364 177 151 132 118 483 60 169 99
2023/20241.511 71 147 87 71 102 312 91 102 94 115 128 191
2024/20255.067 280 716 468 473 876 321 471 202 126 198 271 665
2025/20269.066 441 853 922 502 968 399 1.001 283 1.688 851 638 520
Totale 25.592