CRIS Current Research Information System

SILVESTRI, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 15.297
EU - Europa 14.017
AS - Asia 13.898
SA - Sud America 1.043
Continente sconosciuto - Info sul continente non disponibili 859
AF - Africa 823
OC - Oceania 51
AN - Antartide 2
Totale 45.990
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Nazione #
US - Stati Uniti d'America 15.023
CN - Cina 3.973
SG - Singapore 3.671
IT - Italia 3.570
DE - Germania 3.052
VN - Vietnam 2.987
GB - Regno Unito 2.687
FR - Francia 1.112
UA - Ucraina 877
HK - Hong Kong 820
IN - India 753
BR - Brasile 692
RU - Federazione Russa 667
SE - Svezia 403
IE - Irlanda 358
JP - Giappone 309
NL - Olanda 297
BD - Bangladesh 286
KR - Corea 246
EE - Estonia 234
ZA - Sudafrica 230
TG - Togo 217
CI - Costa d'Avorio 158
FI - Finlandia 157
CA - Canada 147
PH - Filippine 124
BG - Bulgaria 119
AR - Argentina 98
TR - Turchia 93
JO - Giordania 90
SC - Seychelles 90
BE - Belgio 74
ID - Indonesia 70
IR - Iran 68
CO - Colombia 63
PL - Polonia 62
IQ - Iraq 57
PK - Pakistan 57
TH - Thailandia 54
ES - Italia 53
GR - Grecia 53
MX - Messico 53
EC - Ecuador 46
CH - Svizzera 45
CL - Cile 40
EG - Egitto 39
SA - Arabia Saudita 39
TW - Taiwan 37
PE - Perù 35
AU - Australia 30
PT - Portogallo 29
AT - Austria 28
IL - Israele 27
VE - Venezuela 26
RO - Romania 25
UZ - Uzbekistan 23
PY - Paraguay 22
NZ - Nuova Zelanda 20
NG - Nigeria 19
MA - Marocco 17
MY - Malesia 15
AL - Albania 14
CR - Costa Rica 14
KE - Kenya 14
CZ - Repubblica Ceca 13
LB - Libano 13
RS - Serbia 13
HR - Croazia 12
JM - Giamaica 12
TN - Tunisia 12
BO - Bolivia 11
HU - Ungheria 11
KZ - Kazakistan 11
AE - Emirati Arabi Uniti 10
DK - Danimarca 10
NP - Nepal 9
DO - Repubblica Dominicana 8
OM - Oman 8
SY - Repubblica araba siriana 8
LT - Lituania 7
NO - Norvegia 7
PS - Palestinian Territory 7
UY - Uruguay 7
AZ - Azerbaigian 6
DZ - Algeria 6
GE - Georgia 6
GT - Guatemala 6
HN - Honduras 6
BY - Bielorussia 5
EU - Europa 5
NI - Nicaragua 5
SK - Slovacchia (Repubblica Slovacca) 5
BB - Barbados 4
LK - Sri Lanka 4
LV - Lettonia 4
LY - Libia 4
SV - El Salvador 4
TT - Trinidad e Tobago 4
AF - Afghanistan, Repubblica islamica di 3
BA - Bosnia-Erzegovina 3
Totale 45.077
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Città #
Singapore 2.447
Southend 2.275
Frankfurt am Main 1.559
San Jose 1.187
Ashburn 1.165
Chandler 934
Santa Clara 882
Fairfield 751
Hong Kong 751
Jacksonville 646
Princeton 597
Ho Chi Minh City 578
Hanoi 556
Wilmington 552
Dong Ket 549
Council Bluffs 548
Boardman 526
Beijing 520
Hefei 407
Ann Arbor 383
Rome 377
Woodbridge 377
Houston 374
Bologna 359
Dublin 353
Seattle 336
Lauterbourg 298
Milan 286
Dallas 283
Cambridge 276
Westminster 262
Padova 257
Nanjing 250
Tokyo 250
Los Angeles 241
Medford 233
Lomé 217
Berlin 211
Seoul 189
Abidjan 158
New York 156
Jinan 154
Buffalo 150
Saint Petersburg 148
Shenyang 143
Helsinki 134
Mülheim 122
Sofia 116
Grafing 112
Guangzhou 111
Changsha 107
Da Nang 93
Shanghai 91
Amman 89
Redondo Beach 88
Haiphong 84
Hebei 81
The Dalles 81
Nanchang 78
Zhengzhou 77
Tianjin 72
São Paulo 71
Des Moines 69
Mahé 67
Naples 66
San Diego 66
Munich 64
Jiaxing 63
Turin 60
Hangzhou 59
Florence 55
Chicago 54
Brussels 48
Yubileyny 48
Redmond 46
Bengaluru 44
Paris 44
Verona 44
Amsterdam 43
Olalla 42
San Francisco 41
Falls Church 40
Moscow 39
Phoenix 39
Norwalk 38
Taizhou 38
Redwood City 37
Warsaw 37
Ningbo 36
Toronto 36
Cesena 35
Haikou 35
London 35
Nuremberg 34
Shenzhen 34
Atlanta 33
Pune 33
Hải Dương 32
Taiyuan 32
Bari 31
Totale 27.455
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.421
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 479
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 333
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 313
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 299
Shaking table tests of a full-scale base-isolated flat-bottom steel silo equipped with curved surface slider bearings 281
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 259
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 255
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 255
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration 247
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems 246
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 244
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 242
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 240
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES 238
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 230
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 223
A Possible Interpretation of Data acquired from Monitoring Systems 222
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 219
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 215
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 211
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 209
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 208
An IoT-AI Toolchain for Structural Health Monitoring 205
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 205
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 203
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 203
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 200
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 195
A methodology for the identification of design earthquake inputs 195
A Proposed Approach for Probabilistic Seismic Hazard Analysis 194
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 193
Experimental tests on Crescent Shaped Braces hysteretic devices 192
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 191
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 191
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 190
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 189
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 189
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 188
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 188
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 187
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 187
The effects of in-plane shear displacements at the springings of Gothic cross vaults 186
How Can Vernacular Construction Techniques Sustain Earthquakes: The Case of the Bhatar Buildings 185
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 184
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping 183
Italy’s new forensic engineering research centre: A progress report 183
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 182
Fresh and hardened properties of cement mortars using marble sludge fines and cement sludge fines 182
METHODOLOGY FOR EPI GROUP CREATION 180
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix 180
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 180
Design for Additive Manufacturing of Crescent Shaped Brace Device to Strengthen Pinned Beam-Column Connections 179
Linking adjacent shear-type structures with viscous dampers for the mitigation of the seismic effects 178
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 178
Il modello meccanico e strutturale del Duomo di Modena 178
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 177
A New Procedure For Probabilistic Seismic Hazard Analysis 176
Multi-performance seismic design through an enhanced first-storey isolation system 175
The “direct five-step procedure” for the design of added viscous dampers to be inserted into existing buildings: formulation and case study 174
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 174
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 174
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 173
Pseudo-static response of masonry cross vaults to imposed shear displacements at the springings 172
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 171
Optimal Insertion of Viscous Dampers into Shear Type Structures: Seismic Performances and Applicability of the MPD System 171
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 170
A special solution for lateral-resisting systems capable of multiple seismic performances 170
Shaking-table tests of flat-bottom circular silos containing grain-like material 170
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 169
Identificazione di input sismici riferimento per valutazioni di affidabilità strutturale 166
Stochastic-based damping reduction factors 166
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 166
A comprehensive study on the seismic response of one-storey asymmetric systems 165
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces 165
Identification of efficient groups of design earthquake inputs 164
A novel scheme for inserting manufactured viscous dampers in building structures 164
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 164
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 163
Stiffness Strength Ductility Design Approaches for crescent shaped braces 163
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 163
The structural behaviour of the masonry vaults of the Cathedral of Modena 162
A simple code-like formula for estimating the torsional effects on structures subjected to earthquake ground motion excitation 161
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 161
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design 161
Refinements to the Silvestri’s theory for the evaluation of the seismic actions in flat-bottom silos containing grain-like material 160
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace 160
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 160
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 159
Analysis of the dynamic behaviour of squat silos containing grain-like material subjected to shaking table tests—ASESGRAM final report 157
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 157
The "direct-five step procedure for existing buildings": development and first application 156
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 156
Correlations between the displacement response spectra and the parameters characterising the magnitude of the ground motion 156
The application of weld-based additive manufacturing steel to structural engineering 156
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 155
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 154
Statistical Chacterisation of the Seismic Action (PGA and PGV) for Performance Based Seismic Design 153
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 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
Totale 20.526
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Categoria #
all - tutte 125.492
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 125.492
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20223.689 0 0 173 219 447 287 123 313 228 182 728 989
2022/20234.514 518 725 257 589 272 278 161 241 796 113 398 166
2023/20242.373 119 240 158 134 137 385 151 148 114 175 257 355
2024/20257.983 464 1.327 767 757 1.544 481 606 249 209 258 244 1.077
2025/202614.078 553 1.200 1.501 925 1.591 778 1.512 499 2.701 1.288 727 803
2026/20271.870 493 635 742 0 0 0 0 0 0 0 0 0
Totale 45.990