CRIS Current Research Information System

PALERMO, MICHELE
 Distribuzione geografica
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Continente #
AS - Asia 7.947
NA - Nord America 7.769
EU - Europa 7.009
SA - Sud America 505
AF - Africa 442
OC - Oceania 36
Continente sconosciuto - Info sul continente non disponibili 4
AN - Antartide 1
Totale 23.713
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Nazione #
US - Stati Uniti d'America 7.646
CN - Cina 2.270
SG - Singapore 2.046
IT - Italia 1.914
VN - Vietnam 1.700
DE - Germania 1.696
GB - Regno Unito 1.196
HK - Hong Kong 491
FR - Francia 484
IN - India 483
BR - Brasile 331
RU - Federazione Russa 313
SE - Svezia 218
NL - Olanda 206
IE - Irlanda 202
KR - Corea 197
JP - Giappone 144
ZA - Sudafrica 129
FI - Finlandia 117
UA - Ucraina 110
TG - Togo 109
BG - Bulgaria 99
CI - Costa d'Avorio 91
EE - Estonia 89
CA - Canada 87
JO - Giordania 74
TR - Turchia 73
PH - Filippine 69
AR - Argentina 58
AT - Austria 55
BD - Bangladesh 51
BE - Belgio 51
ID - Indonesia 50
CH - Svizzera 45
TH - Thailandia 44
IR - Iran 42
PL - Polonia 41
PT - Portogallo 38
ES - Italia 34
IQ - Iraq 30
AU - Australia 29
EC - Ecuador 29
PK - Pakistan 29
SA - Arabia Saudita 28
TW - Taiwan 28
MX - Messico 24
NG - Nigeria 24
PE - Perù 23
RO - Romania 23
CO - Colombia 22
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
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
UY - Uruguay 3
BA - Bosnia-Erzegovina 2
BW - Botswana 2
EU - Europa 2
GY - Guiana 2
KG - Kirghizistan 2
NO - Norvegia 2
PA - Panama 2
TT - Trinidad e Tobago 2
ZM - Zambia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
Totale 23.689
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Città #
Singapore 1.307
Southend 971
Frankfurt am Main 913
Ashburn 705
Chandler 586
Fairfield 547
Bologna 518
San Jose 483
Santa Clara 459
Hong Kong 426
Hanoi 374
Ho Chi Minh City 370
Hefei 337
Wilmington 299
Princeton 287
Woodbridge 283
Houston 263
Dallas 259
Beijing 258
Seattle 231
Dong Ket 220
Ann Arbor 206
Dublin 198
Boardman 197
Cambridge 182
Seoul 163
Lauterbourg 147
Nanjing 119
Westminster 111
Milan 110
Lomé 109
Los Angeles 106
New York 103
Berlin 102
Padova 100
Sofia 97
Tokyo 94
Abidjan 91
Helsinki 91
Medford 87
Rome 79
Jinan 78
Council Bluffs 77
Redondo Beach 76
Amman 74
Shenyang 68
The Dalles 65
Changsha 63
Jacksonville 57
Shanghai 57
Da Nang 56
Guangzhou 54
Buffalo 53
Redmond 52
Pune 51
Amsterdam 50
Haiphong 48
Saint Petersburg 48
Turin 43
Hebei 42
Munich 42
São Paulo 41
Bremen 39
Vienna 39
Cesena 38
San Diego 37
Zhengzhou 37
London 36
Chicago 35
Grafing 35
Bengaluru 33
Brussels 33
Redwood City 33
Tianjin 33
Florence 32
Jiaxing 32
Nuremberg 32
Forlì 29
Jakarta 29
Hangzhou 28
Nanchang 28
Ankara 27
Moscow 27
Warsaw 27
Orem 26
Yubileyny 26
Reggio Emilia 24
Falkenstein 23
Abeokuta 22
Basingstoke 22
Can Tho 22
Falls Church 22
Olalla 22
Taizhou 22
Wuhan 22
Bangkok 21
Haikou 21
Hải Dương 21
Ningbo 21
Norwalk 21
Totale 14.860
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Nome #
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 316
Wire and arc additive manufacturing : a research perspective 295
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 266
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 257
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 243
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 237
Blended structural optimization for wire-and-arc additively manufactured beams 237
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration 229
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 227
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 225
Stampante tridimensionale, relativo procedimento per la realizzazione di un oggetto stampato ed oggetto così ottenuto 224
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 216
Stampante tridimensionale e relativo procedimento di stampa 209
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 208
A Possible Interpretation of Data acquired from Monitoring Systems 207
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 207
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 202
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 200
AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties 197
Mechanical and microstructural features of wire-and-arc additively manufactured carbon steel thick plates 195
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 195
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 193
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 193
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 192
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 190
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 190
Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel 190
Palo reticolare 187
Towards 3D-printed steel grid-shells: the main idea and first studies 184
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 183
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 182
Experimental tests on Crescent Shaped Braces hysteretic devices 182
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 181
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 181
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 181
Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel 180
Seismic Modelling of a Masonry Monument Including the Interaction of the Vaults, Longitudinal Walls and Soil 179
Italy’s new forensic engineering research centre: A progress report 178
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 178
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 177
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 177
In-plane shear behaviour of thin low reinforced concrete panels for earthquake re-construction 176
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 175
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 175
Multi-performance seismic design through an enhanced first-storey isolation system 171
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 170
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 168
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 167
The “direct five-step procedure” for the design of added viscous dampers to be inserted into existing buildings: formulation and case study 161
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 161
A comprehensive study on the seismic response of one-storey asymmetric systems 159
The structural behaviour of the masonry vaults of the Cathedral of Modena 159
Stochastic-based damping reduction factors 156
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 155
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces 153
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 153
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 151
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 151
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace 151
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 151
The application of weld-based additive manufacturing steel to structural engineering 150
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 149
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 148
The "direct-five step procedure for existing buildings": development and first application 148
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 145
The assessment of the seismic behavior of the Cathedral of Modena, Italy 143
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 142
Force reduction factor for building structures equipped with added viscous dampers 141
COMPARING THE PERFORMANCES OF FRAMED BUILDINGS EQUIPPED WITH DIFFERENT DAMPERS CONFIGURATIONS 141
Wire-and-Arc Additive Manufacturing for lattice steel structures: overview of the experimental characterization on dot-by-dot rods 140
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 140
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 139
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 138
The seismic assessment of the Asinelli tower in Bologna 138
The structural strengthening of the Garisenda Tower in Bologna, Italy 138
Long-term seismometric monitoring of the two towers of Bologna (Italy): Modal frequencies identification and effects due to traffic induced vibrations 138
Sistemi minimi per la progettazione sismica di ponti con diverse soluzioni per lo schema di vincolo 137
Experiments on crescent shaped braces 135
The static and dynamic monitoring of the Asinelli tower in Bologna, Italy 135
Comprehensive Review on the Dynamic and Seismic Behavior of Flat-Bottom Cylindrical Silos Filled With Granular Material 135
Experimentally-validated buckling behavior of wire-arc additively manufactured stainless steel bars 134
Mesuarement of the free vibration response of the asinelli tower in Bologna and its interpretation Asinelli Tower in Bologna and its interpretation 134
A Direct Procedure for The Seismic Design of Frame Structures with Added Viscous Dampers 134
Design and prototyping wire arc additively manufactured aluminum alloy lattice structures 133
“ALPHA METHOD” FOR THE PREDICTION OF THE MAXIMUM DISPLACEMENT AT THE FLEXIBLE SIDE OF ECCENTRIC SYSTEMS 132
A bracing system for optimized seismic performance of multistory frame structures 132
Energy Dissipation Systems for Seismic Vibration-Induced Damage Mitigation in Building Structures: Development, Modeling, Analysis, and Design 132
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces at both storeys: Experimental vs. numerical response 131
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers 130
Physically based prediction of the maximum corner displacement of one-storey eccentric systems 129
Multi performance seismic design through an enhanced first storey isolation system 129
Design for Additive Manufacturing of Crescent Shaped Brace Device to Strengthen Pinned Beam-Column Connections 128
Experimental assessment of a new steel hysteretic device: Crescent shaped brace 128
Seismic horizontal forces exerted by granular material on flat bottom silos: experimental and analytical results 128
Applicative solutions for the seismic improvement of a hospital building with the use of viscous dampers 128
On the Fundamental Periods of Vibration of Flat-Bottom Ground-Supported Circular Silos containing Gran-like Material 127
Structural strengthening of the portico of the Santa Maria dei Servi church in Bologna 126
COMPARING THE EFFECTIVENESS OF DIFFERENT DAMPERS PLACEMENT IN FRAMED BUILDINGS 124
L'Osservatorio Claudio Ceccoli sui vizi e difetti del costruito, oggetto del contendere giudiziario 123
SSHM and DSHM for a better knowledge and risk prevention of historical buildings: The cases of the Two Towers in Bologna and the Cathedral in Modena 123
Totale 16.938
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Categoria #
all - tutte 66.968
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 66.968
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021694 0 0 0 0 0 0 0 0 0 125 92 477
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
2025/20267.855 441 853 922 502 968 399 1.001 283 1.688 798 0 0
Totale 24.381