CRIS Current Research Information System

PALERMO, MICHELE
 Distribuzione geografica
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Continente #
NA - Nord America 5.832
EU - Europa 5.745
AS - Asia 2.792
AF - Africa 342
SA - Sud America 65
OC - Oceania 23
Continente sconosciuto - Info sul continente non disponibili 3
AN - Antartide 1
Totale 14.803
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Nazione #
US - Stati Uniti d'America 5.787
DE - Germania 1.569
IT - Italia 1.507
CN - Cina 1.127
GB - Regno Unito 1.114
SG - Singapore 699
IN - India 356
VN - Vietnam 300
RU - Federazione Russa 291
SE - Svezia 201
IE - Irlanda 196
FR - Francia 194
TG - Togo 109
ZA - Sudafrica 103
BG - Bulgaria 96
EE - Estonia 89
UA - Ucraina 88
NL - Olanda 84
CI - Costa d'Avorio 82
JO - Giordania 68
FI - Finlandia 62
BE - Belgio 49
HK - Hong Kong 47
CH - Svizzera 42
CA - Canada 41
AT - Austria 40
TR - Turchia 39
ID - Indonesia 32
PT - Portogallo 31
JP - Giappone 26
BR - Brasile 25
NG - Nigeria 23
RO - Romania 22
ES - Italia 20
AU - Australia 19
KR - Corea 17
IR - Iran 16
PE - Perù 16
PH - Filippine 14
GR - Grecia 13
EG - Egitto 12
PL - Polonia 11
PK - Pakistan 9
CY - Cipro 8
CL - Cile 7
CO - Colombia 6
EC - Ecuador 6
HR - Croazia 6
IL - Israele 6
SC - Seychelles 6
AR - Argentina 5
LT - Lituania 4
MX - Messico 4
MY - Malesia 4
NZ - Nuova Zelanda 4
SY - Repubblica araba siriana 4
TN - Tunisia 4
TW - Taiwan 4
BD - Bangladesh 3
DK - Danimarca 3
SK - Slovacchia (Repubblica Slovacca) 3
TH - Thailandia 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
BA - Bosnia-Erzegovina 2
BY - Bielorussia 2
EU - Europa 2
KH - Cambogia 2
KZ - Kazakistan 2
MA - Marocco 2
NO - Norvegia 2
SA - Arabia Saudita 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
GS - Georgia del Sud e Isole Sandwich Australi 1
LA - Repubblica Popolare Democratica del Laos 1
MC - Monaco 1
MD - Moldavia 1
SN - Senegal 1
Totale 14.803
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Città #
Southend 971
Frankfurt am Main 870
Chandler 586
Singapore 554
Fairfield 547
Ashburn 471
Bologna 442
Santa Clara 437
Wilmington 298
Princeton 287
Woodbridge 283
Houston 255
Seattle 227
Dong Ket 220
Ann Arbor 206
Dublin 194
Boardman 188
Cambridge 182
Nanjing 118
Westminster 111
Lomé 109
Berlin 101
Padova 100
Sofia 96
Medford 87
Abidjan 82
Jinan 75
Milan 72
New York 72
Amman 68
Shenyang 65
Rome 61
Changsha 58
Jacksonville 57
Helsinki 56
Redmond 52
Pune 49
Saint Petersburg 48
Beijing 42
Hebei 42
Bremen 39
Turin 38
Guangzhou 37
San Diego 37
Shanghai 36
Grafing 35
Redwood City 33
Zhengzhou 33
Brussels 32
Jiaxing 32
Vienna 31
Cesena 30
Forlì 29
Amsterdam 28
London 26
Moscow 26
Nanchang 26
Tianjin 26
Yubileyny 26
Jakarta 25
Los Angeles 24
Abeokuta 22
Falls Church 22
Florence 22
Olalla 22
Taizhou 22
Haikou 21
Hangzhou 21
Hong Kong 21
Norwalk 21
Des Moines 19
Mülheim 19
Nuremberg 19
Ningbo 18
Falkenstein 17
Fuzhou 16
Taiyuan 16
Coimbra 15
Lima 15
Reggio Emilia 15
San Gavino Monreale 15
Wuhan 15
Casalgrande 14
Chicago 14
Council Bluffs 14
Parma 14
Braunschweig 13
Lanzhou 13
The Dalles 13
Verona 13
Ankara 12
Dearborn 12
Ferrara 12
Modena 12
Istanbul 11
Lugano 11
Ravenna 11
Toronto 11
Duncan 10
Fremont 10
Totale 10.101
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Nome #
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 237
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 200
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 193
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 181
Stampante tridimensionale, relativo procedimento per la realizzazione di un oggetto stampato ed oggetto così ottenuto 165
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 164
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 159
A Possible Interpretation of Data acquired from Monitoring Systems 158
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 155
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 149
Palo reticolare 149
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 148
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 148
Wire and arc additive manufacturing : a research perspective 146
AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties 146
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 143
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 142
In-plane shear behaviour of thin low reinforced concrete panels for earthquake re-construction 138
Seismic Modelling of a Masonry Monument Including the Interaction of the Vaults, Longitudinal Walls and Soil 137
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 135
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 134
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 134
Italy’s new forensic engineering research centre: A progress report 132
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 131
Experimental tests on Crescent Shaped Braces hysteretic devices 131
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 131
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 128
Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel 128
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 127
Towards 3D-printed steel grid-shells: the main idea and first studies 126
A comprehensive study on the seismic response of one-storey asymmetric systems 124
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 124
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 124
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 122
The structural behaviour of the masonry vaults of the Cathedral of Modena 121
Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel 121
Stochastic-based damping reduction factors 120
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 120
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 119
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 119
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 118
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 116
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 116
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 116
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 115
The application of weld-based additive manufacturing steel to structural engineering 114
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace 112
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 112
Multi-performance seismic design through an enhanced first-storey isolation system 111
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 111
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 109
Blended structural optimization for wire-and-arc additively manufactured beams 108
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces 108
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 106
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 104
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 103
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration 103
Energy Dissipation Systems for Seismic Vibration-Induced Damage Mitigation in Building Structures: Development, Modeling, Analysis, and Design 102
The static and dynamic monitoring of the Asinelli tower in Bologna, Italy 101
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 101
The structural strengthening of the Garisenda Tower in Bologna, Italy 101
Force reduction factor for building structures equipped with added viscous dampers 99
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers 99
Structural strengthening of the portico of the Santa Maria dei Servi church in Bologna 98
Physically based prediction of the maximum corner displacement of one-storey eccentric systems 97
“ALPHA METHOD” FOR THE PREDICTION OF THE MAXIMUM DISPLACEMENT AT THE FLEXIBLE SIDE OF ECCENTRIC SYSTEMS 97
The assessment of the seismic behavior of the Cathedral of Modena, Italy 97
Strong-Back System Coupled with Framed Structure to Control the Building Seismic Response 96
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 95
A Direct Procedure for The Seismic Design of Frame Structures with Added Viscous Dampers 95
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 93
Experimentally-validated modelling of thin RC sandwich walls subjected to seismic loads 93
The role of ductility in the collapse of a long-span steel roof in North Italy 92
COMPARING THE PERFORMANCES OF FRAMED BUILDINGS EQUIPPED WITH DIFFERENT DAMPERS CONFIGURATIONS 92
The seismic assessment of the Asinelli tower in Bologna 91
Long-term seismometric monitoring of the two towers of Bologna (Italy): Modal frequencies identification and effects due to traffic induced vibrations 91
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 91
Book review. Building Control with Passive Dampers. Optimal Performance based Design for Earthquakes, Izuru Takewaki. John Wiley & Sons (Asia) Pte Ltd., 2 Clement Loop, # 02-01, Singapore 129809 (2009). 306 pp., Cloth, ISBN: 978-0-470-82491-7. 90
null 90
Application of Crescent-Shaped Brace passive resisting system as a retrofitting system in existing multi-storey frame structures 90
A direct procedure for the seismic design of frame structures with added viscous dampers 90
A bracing system for optimized seismic performance of multistory frame structures 90
Sistemi minimi per la progettazione sismica di ponti con diverse soluzioni per lo schema di vincolo 90
A time domain approach for data interpretation from long-term static monitoring of historical structures 89
Experiments on crescent shaped braces 88
Mesuarement of the free vibration response of the asinelli tower in Bologna and its interpretation Asinelli Tower in Bologna and its interpretation 88
On the Fundamental Periods of Vibration of Flat-Bottom Ground-Supported Circular Silos containing Gran-like Material 88
Applicative solutions for the seismic improvement of a hospital building with the use of viscous dampers 88
COMPARING THE EFFECTIVENESS OF DIFFERENT DAMPERS PLACEMENT IN FRAMED BUILDINGS 88
First-Storey Isolation Concept for Multi-Performance Seismic Design of Steel Buildings 86
L'Osservatorio Claudio Ceccoli sui vizi e difetti del costruito, oggetto del contendere giudiziario 86
Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems 86
Seismic horizontal forces exerted by granular material on flat bottom silos: experimental and analytical results 86
On the Fundamental Periods of Vibration of Flat-Bottom Ground-Supported Circular Silos containing Gran-like Material 86
High performance mortar for ductile seismic-resistant unreinforced masonry systems 85
Seismic Design and Performances of Frame Structures Connected to a Strongback System and Equipped with Different Configurations of Supplemental Viscous Dampers 85
A New Hysteretic Device for Lateral Resisting Systems: Crescent Shaped Braces 84
Experimental assessment of a new steel hysteretic device: Crescent shaped brace 84
On the seismic behavior of a reinforced concrete building with masonry infills collapsed during the 2009 L'Aquila earthquake 84
Multi performance seismic design through an enhanced first storey isolation system 83
Totale 11.516
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Categoria #
all - tutte 43.200
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 43.200
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020759 0 0 0 0 0 0 0 0 337 171 128 123
2020/20211.721 324 60 41 69 45 56 67 70 295 125 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
2024/20253.918 280 716 468 473 876 321 471 202 111 0 0 0
Totale 15.377