CRIS Current Research Information System

SILVESTRI, STEFANO
 Distribuzione geografica
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Continente #
EU - Europa 12.670
NA - Nord America 11.426
AS - Asia 10.174
SA - Sud America 812
AF - Africa 763
OC - Oceania 48
Continente sconosciuto - Info sul continente non disponibili 6
AN - Antartide 2
Totale 35.901
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Nazione #
US - Stati Uniti d'America 11.305
CN - Cina 3.535
SG - Singapore 3.088
DE - Germania 2.997
IT - Italia 2.992
GB - Regno Unito 2.622
VN - Vietnam 1.297
UA - Ucraina 866
FR - Francia 740
HK - Hong Kong 708
IN - India 667
RU - Federazione Russa 662
BR - Brasile 579
SE - Svezia 396
IE - Irlanda 355
EE - Estonia 234
NL - Olanda 231
ZA - Sudafrica 223
TG - Togo 218
JP - Giappone 213
KR - Corea 201
CI - Costa d'Avorio 158
BG - Bulgaria 116
FI - Finlandia 88
JO - Giordania 85
AR - Argentina 82
CA - Canada 79
SC - Seychelles 79
BE - Belgio 68
IR - Iran 65
TR - Turchia 60
ID - Indonesia 55
PL - Polonia 44
CH - Svizzera 41
GR - Grecia 41
ES - Italia 35
PH - Filippine 35
EG - Egitto 33
EC - Ecuador 30
MX - Messico 30
PE - Perù 29
AU - Australia 28
CL - Cile 28
AT - Austria 27
BD - Bangladesh 26
CO - Colombia 26
IL - Israele 23
PY - Paraguay 21
RO - Romania 21
NZ - Nuova Zelanda 20
PT - Portogallo 20
NG - Nigeria 18
PK - Pakistan 16
IQ - Iraq 12
LB - Libano 11
MA - Marocco 11
SA - Arabia Saudita 11
KZ - Kazakistan 10
HU - Ungheria 9
RS - Serbia 9
AE - Emirati Arabi Uniti 8
CZ - Repubblica Ceca 8
KE - Kenya 8
UZ - Uzbekistan 8
VE - Venezuela 8
DK - Danimarca 7
LT - Lituania 7
NO - Norvegia 7
TW - Taiwan 7
DO - Repubblica Dominicana 6
HR - Croazia 6
AL - Albania 5
BO - Bolivia 5
EU - Europa 5
AZ - Azerbaigian 4
DZ - Algeria 4
SY - Repubblica araba siriana 4
BY - Bielorussia 3
JM - Giamaica 3
LK - Sri Lanka 3
MY - Malesia 3
NP - Nepal 3
OM - Oman 3
TN - Tunisia 3
UY - Uruguay 3
AF - Afghanistan, Repubblica islamica di 2
BA - Bosnia-Erzegovina 2
BW - Botswana 2
GE - Georgia 2
GS - Georgia del Sud e Isole Sandwich Australi 2
PS - Palestinian Territory 2
SI - Slovenia 2
SK - Slovacchia (Repubblica Slovacca) 2
SM - San Marino 2
TZ - Tanzania 2
AD - Andorra 1
AM - Armenia 1
BF - Burkina Faso 1
CR - Costa Rica 1
CW - ???statistics.table.value.countryCode.CW??? 1
Totale 35.885
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Città #
Southend 2.280
Singapore 1.920
Frankfurt am Main 1.531
Ashburn 940
Chandler 939
Santa Clara 800
Fairfield 751
Hong Kong 697
Jacksonville 643
Princeton 599
Dong Ket 549
Wilmington 548
Beijing 486
Hefei 401
Ann Arbor 383
Woodbridge 375
Boardman 363
Houston 363
Dublin 350
Seattle 328
Bologna 312
Rome 303
Cambridge 270
Westminster 263
Padova 257
Nanjing 247
Dallas 237
Medford 232
Lomé 218
Berlin 208
Milan 207
Tokyo 188
Seoul 187
Los Angeles 178
Ho Chi Minh City 167
Abidjan 158
Jinan 154
Saint Petersburg 148
Shenyang 141
Buffalo 133
Hanoi 133
Mülheim 122
Sofia 115
Grafing 112
Changsha 106
Guangzhou 98
Redondo Beach 88
Amman 85
Hebei 81
Nanchang 78
Shanghai 77
New York 76
Zhengzhou 75
Des Moines 69
Mahé 67
Tianjin 67
Helsinki 66
Jiaxing 63
Munich 62
São Paulo 61
San Diego 57
Hangzhou 54
Naples 54
Turin 52
Redmond 48
Yubileyny 48
Bengaluru 43
Brussels 43
Verona 43
Olalla 42
Falls Church 40
Taizhou 38
Moscow 37
Norwalk 37
Redwood City 37
Haikou 36
Paris 36
Cesena 34
Florence 31
Lanzhou 31
Ningbo 31
Taiyuan 31
Pune 30
Toronto 30
Fuzhou 29
Kunming 29
London 29
Nuremberg 29
Dearborn 28
Modena 28
The Dalles 28
Amsterdam 27
Shenzhen 26
Bari 25
San Venanzo 24
Wuhan 24
Chicago 23
Da Nang 23
Genoa 23
Haiphong 23
Totale 22.536
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.296
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 384
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 241
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 235
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 223
Shaking table tests of a full-scale base-isolated flat-bottom steel silo equipped with curved surface slider bearings 217
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 217
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 216
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 210
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 208
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems 204
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES 202
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 198
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 196
L’effetto della corrosione per “pitting” sulla risposta forza-spostamento di trefoli in acciaio 194
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 188
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 187
A Possible Interpretation of Data acquired from Monitoring Systems 186
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 185
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 185
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration 181
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 176
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 173
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 173
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 171
A Proposed Approach for Probabilistic Seismic Hazard Analysis 169
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 168
How Can Vernacular Construction Techniques Sustain Earthquakes: The Case of the Bhatar Buildings 165
A methodology for the identification of design earthquake inputs 165
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 164
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 164
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 163
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 162
Analytical Models for the Force-Displacement Response of a Corroded Seven-Wire Strand 162
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 160
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 160
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 159
Experimental tests on Crescent Shaped Braces hysteretic devices 159
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix 157
Italy’s new forensic engineering research centre: A progress report 156
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 155
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 155
Linking adjacent shear-type structures with viscous dampers for the mitigation of the seismic effects 152
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 152
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 151
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 149
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping 149
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 148
A New Procedure For Probabilistic Seismic Hazard Analysis 148
Optimal Insertion of Viscous Dampers into Shear Type Structures: Seismic Performances and Applicability of the MPD System 148
Shaking-table tests of flat-bottom circular silos containing grain-like material 148
Pseudo-static response of masonry cross vaults to imposed shear displacements at the springings 147
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 147
The effects of in-plane shear displacements at the springings of Gothic cross vaults 147
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 147
A special solution for lateral-resisting systems capable of multiple seismic performances 146
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 146
METHODOLOGY FOR EPI GROUP CREATION 145
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 145
Il modello meccanico e strutturale del Duomo di Modena 145
A novel scheme for inserting manufactured viscous dampers in building structures 143
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 143
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 143
A comprehensive study on the seismic response of one-storey asymmetric systems 142
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 141
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 141
Fresh and hardened properties of cement mortars using marble sludge fines and cement sludge fines 141
Identification of efficient groups of design earthquake inputs 140
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 140
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 140
The structural behaviour of the masonry vaults of the Cathedral of Modena 140
Identificazione di input sismici riferimento per valutazioni di affidabilità strutturale 139
Multi-performance seismic design through an enhanced first-storey isolation system 139
An IoT-AI Toolchain for Structural Health Monitoring 138
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces 138
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 137
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 137
Stochastic-based damping reduction factors 137
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design 137
The application of weld-based additive manufacturing steel to structural engineering 137
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 135
A simple code-like formula for estimating the torsional effects on structures subjected to earthquake ground motion excitation 135
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 135
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 134
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace 134
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 134
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 134
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 133
Analysis of the dynamic behaviour of squat silos containing grain-like material subjected to shaking table tests—ASESGRAM final report 133
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico 133
Influence of Beams Distribution on the Dynamic and Seismic Linear Response of RC Frame Buildings 132
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 131
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 131
The “direct five-step procedure” for the design of added viscous dampers to be inserted into existing buildings: formulation and case study 129
Stiffness Strength Ductility Design Approaches for crescent shaped braces 129
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 129
Statistical Chacterisation of the Seismic Action (PGA and PGV) for Performance Based Seismic Design 129
Shaking table test design to evaluate earthquake capacity of a 3-storey building specimen composed of cast-in-situ concrete walls 127
Refinements to the Silvestri’s theory for the evaluation of the seismic actions in flat-bottom silos containing grain-like material 126
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 125
Totale 17.070
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Categoria #
all - tutte 100.793
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 100.793
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.215 0 0 0 0 0 147 98 183 499 223 186 879
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
2025/20266.451 554 1.203 1.504 925 1.594 671 0 0 0 0 0 0
Totale 36.565