CRIS Current Research Information System

SILVESTRI, STEFANO
 Distribuzione geografica
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Continente #
EU - Europa 13.537
AS - Asia 13.502
NA - Nord America 12.809
SA - Sud America 953
AF - Africa 814
OC - Oceania 50
Continente sconosciuto - Info sul continente non disponibili 7
AN - Antartide 2
Totale 41.674
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Nazione #
US - Stati Uniti d'America 12.652
CN - Cina 3.932
SG - Singapore 3.607
IT - Italia 3.191
DE - Germania 3.037
VN - Vietnam 2.982
GB - Regno Unito 2.670
FR - Francia 1.108
UA - Ucraina 876
HK - Hong Kong 790
IN - India 753
RU - Federazione Russa 668
BR - Brasile 664
SE - Svezia 404
IE - Irlanda 359
JP - Giappone 305
NL - Olanda 270
KR - Corea 239
EE - Estonia 234
ZA - Sudafrica 230
TG - Togo 218
CI - Costa d'Avorio 159
FI - Finlandia 157
PH - Filippine 120
BG - Bulgaria 119
CA - Canada 97
AR - Argentina 93
JO - Giordania 91
TR - Turchia 91
SC - Seychelles 79
BD - Bangladesh 72
BE - Belgio 71
IR - Iran 65
ID - Indonesia 62
PL - Polonia 60
IQ - Iraq 57
PK - Pakistan 56
GR - Grecia 52
TH - Thailandia 52
ES - Italia 47
CH - Svizzera 42
EG - Egitto 39
MX - Messico 38
CO - Colombia 37
EC - Ecuador 37
SA - Arabia Saudita 37
TW - Taiwan 37
CL - Cile 35
PE - Perù 33
AU - Australia 30
AT - Austria 28
IL - Israele 27
UZ - Uzbekistan 23
PY - Paraguay 21
RO - Romania 21
NZ - Nuova Zelanda 20
PT - Portogallo 20
NG - Nigeria 19
VE - Venezuela 18
MA - Marocco 17
KE - Kenya 14
AL - Albania 13
CZ - Repubblica Ceca 13
LB - Libano 12
TN - Tunisia 12
HR - Croazia 11
KZ - Kazakistan 11
MY - Malesia 11
RS - Serbia 11
AE - Emirati Arabi Uniti 10
HU - Ungheria 10
BO - Bolivia 9
DO - Repubblica Dominicana 8
OM - Oman 8
SY - Repubblica araba siriana 8
DK - Danimarca 7
LT - Lituania 7
NO - Norvegia 7
NP - Nepal 7
AZ - Azerbaigian 6
DZ - Algeria 6
GE - Georgia 6
EU - Europa 5
PS - Palestinian Territory 5
SK - Slovacchia (Repubblica Slovacca) 5
BY - Bielorussia 4
CR - Costa Rica 4
LK - Sri Lanka 4
LY - Libia 4
UY - Uruguay 4
AF - Afghanistan, Repubblica islamica di 3
BA - Bosnia-Erzegovina 3
BW - Botswana 3
ET - Etiopia 3
JM - Giamaica 3
LV - Lettonia 3
AM - Armenia 2
BF - Burkina Faso 2
GS - Georgia del Sud e Isole Sandwich Australi 2
MM - Myanmar 2
Totale 41.636
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Città #
Singapore 2.393
Southend 2.280
Frankfurt am Main 1.555
Ashburn 1.077
Chandler 939
Santa Clara 818
Fairfield 751
Hong Kong 728
San Jose 684
Jacksonville 646
Princeton 599
Ho Chi Minh City 578
Hanoi 555
Dong Ket 549
Wilmington 548
Beijing 499
Hefei 407
Ann Arbor 383
Woodbridge 376
Houston 369
Boardman 366
Dublin 354
Bologna 335
Seattle 332
Rome 322
Lauterbourg 299
Cambridge 270
Westminster 263
Padova 257
Nanjing 250
Dallas 248
Tokyo 246
Medford 232
Milan 220
Lomé 218
Berlin 210
Los Angeles 207
Seoul 188
Abidjan 159
Jinan 156
Saint Petersburg 148
Shenyang 143
Buffalo 137
Helsinki 135
Mülheim 122
Sofia 116
Grafing 112
Guangzhou 111
Changsha 107
New York 100
Da Nang 91
Amman 90
Redondo Beach 88
Shanghai 86
Haiphong 84
Hebei 81
The Dalles 79
Nanchang 78
Zhengzhou 77
São Paulo 72
Tianjin 71
Des Moines 70
Mahé 67
Jiaxing 63
Munich 62
San Diego 62
Hangzhou 59
Naples 55
Turin 54
Council Bluffs 52
Florence 52
Redmond 48
Yubileyny 48
Brussels 46
Amsterdam 44
Bengaluru 44
Paris 44
Verona 44
Olalla 42
Falls Church 40
Moscow 39
Taizhou 38
Norwalk 37
Redwood City 37
Warsaw 37
Haikou 36
Ningbo 36
Cesena 34
London 34
Nuremberg 34
Shenzhen 34
Pune 33
Hải Dương 32
Taiyuan 32
Lanzhou 31
Fuzhou 30
Toronto 30
Can Tho 29
Chicago 29
Kunming 29
Totale 25.661
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.368
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 442
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 266
Shaking table tests of a full-scale base-isolated flat-bottom steel silo equipped with curved surface slider bearings 262
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 250
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 250
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 243
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 242
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 237
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 236
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems 232
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 224
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES 222
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 219
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 216
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 207
A Possible Interpretation of Data acquired from Monitoring Systems 207
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 206
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 201
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 198
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 198
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 194
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 192
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 190
A Proposed Approach for Probabilistic Seismic Hazard Analysis 188
A methodology for the identification of design earthquake inputs 187
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 182
A case study of a building in L’Aquila, Italy for evaluating the effects of masonry infills on the seismic behavior of r.c. frame structures 182
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 182
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 181
Experimental tests on Crescent Shaped Braces hysteretic devices 181
An IoT-AI Toolchain for Structural Health Monitoring 179
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 179
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 179
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 178
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 178
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
How Can Vernacular Construction Techniques Sustain Earthquakes: The Case of the Bhatar Buildings 177
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 176
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix 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
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 174
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping 174
Multi-performance seismic design through an enhanced first-storey isolation system 170
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 170
Fresh and hardened properties of cement mortars using marble sludge fines and cement sludge fines 170
The effects of in-plane shear displacements at the springings of Gothic cross vaults 170
Linking adjacent shear-type structures with viscous dampers for the mitigation of the seismic effects 169
A New Procedure For Probabilistic Seismic Hazard Analysis 169
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
Pseudo-static response of masonry cross vaults to imposed shear displacements at the springings 166
A special solution for lateral-resisting systems capable of multiple seismic performances 165
Shaking-table tests of flat-bottom circular silos containing grain-like material 165
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 164
METHODOLOGY FOR EPI GROUP CREATION 164
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 164
Optimal Insertion of Viscous Dampers into Shear Type Structures: Seismic Performances and Applicability of the MPD System 163
Il modello meccanico e strutturale del Duomo di Modena 163
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 162
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 162
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
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 160
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 159
A comprehensive study on the seismic response of one-storey asymmetric systems 159
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 159
The structural behaviour of the masonry vaults of the Cathedral of Modena 158
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design 157
Stochastic-based damping reduction factors 156
Identificazione di input sismici riferimento per valutazioni di affidabilità strutturale 155
Identification of efficient groups of design earthquake inputs 155
A novel scheme for inserting manufactured viscous dampers in building structures 155
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 155
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 153
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces 153
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 152
A simple code-like formula for estimating the torsional effects on structures subjected to earthquake ground motion excitation 151
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 151
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
Stiffness Strength Ductility Design Approaches for crescent shaped braces 149
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
Statistical Chacterisation of the Seismic Action (PGA and PGV) for Performance Based Seismic Design 148
Analysis of the dynamic behaviour of squat silos containing grain-like material subjected to shaking table tests—ASESGRAM final report 147
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 147
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 145
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 145
Influence of Beams Distribution on the Dynamic and Seismic Linear Response of RC Frame Buildings 144
The assessment of the seismic behavior of the Cathedral of Modena, Italy 143
Totale 19.278
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Categoria #
all - tutte 110.880
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 110.880
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.288 0 0 0 0 0 0 0 0 0 223 186 879
2021/20224.457 518 237 174 219 449 287 123 313 228 182 733 994
2022/20234.532 520 728 257 594 273 279 161 242 799 113 400 166
2023/20242.375 120 240 158 134 137 385 152 148 114 175 257 355
2024/20258.002 466 1.334 767 759 1.547 482 608 249 209 258 244 1.079
2025/202612.400 554 1.203 1.504 925 1.594 780 1.517 499 2.709 1.115 0 0
Totale 42.514