SILVESTRI, STEFANO
 Distribuzione geografica
Continente #
EU - Europa 8.919
NA - Nord America 8.419
AS - Asia 2.971
AF - Africa 651
SA - Sud America 52
OC - Oceania 27
Continente sconosciuto - Info sul continente non disponibili 5
AN - Antartide 2
Totale 21.046
Nazione #
US - Stati Uniti d'America 8.382
GB - Regno Unito 2.559
IT - Italia 2.019
CN - Cina 1.356
DE - Germania 1.334
UA - Ucraina 848
VN - Vietnam 775
IN - India 547
FR - Francia 443
RU - Federazione Russa 386
SE - Svezia 384
IE - Irlanda 334
EE - Estonia 232
TG - Togo 217
ZA - Sudafrica 201
CI - Costa d'Avorio 124
BG - Bulgaria 109
JO - Giordania 84
SC - Seychelles 73
BE - Belgio 46
FI - Finlandia 37
CH - Svizzera 34
GR - Grecia 33
IR - Iran 33
CA - Canada 32
JP - Giappone 28
NL - Olanda 28
TR - Turchia 24
SG - Singapore 22
PH - Filippine 21
EG - Egitto 19
AU - Australia 17
PE - Perù 17
ES - Italia 16
NG - Nigeria 16
RO - Romania 16
PL - Polonia 15
CL - Cile 12
PK - Pakistan 12
AT - Austria 10
BR - Brasile 10
ID - Indonesia 10
IL - Israele 10
LB - Libano 10
NZ - Nuova Zelanda 10
PT - Portogallo 9
CO - Colombia 6
EC - Ecuador 6
HK - Hong Kong 6
KR - Corea 6
EU - Europa 5
NO - Norvegia 5
SA - Arabia Saudita 5
SY - Repubblica araba siriana 4
TW - Taiwan 4
UZ - Uzbekistan 4
AE - Emirati Arabi Uniti 3
CZ - Repubblica Ceca 3
DK - Danimarca 3
KZ - Kazakistan 3
MX - Messico 3
RS - Serbia 3
AL - Albania 2
GS - Georgia del Sud e Isole Sandwich Australi 2
HR - Croazia 2
LK - Sri Lanka 2
SM - San Marino 2
AD - Andorra 1
AF - Afghanistan, Repubblica islamica di 1
AR - Argentina 1
BY - Bielorussia 1
CR - Costa Rica 1
CY - Cipro 1
HU - Ungheria 1
IM - Isola di Man 1
JM - Giamaica 1
LU - Lussemburgo 1
MA - Marocco 1
MC - Monaco 1
MT - Malta 1
Totale 21.046
Città #
Southend 2.280
Chandler 939
Fairfield 751
Jacksonville 643
Princeton 599
Ashburn 569
Dong Ket 549
Wilmington 548
Ann Arbor 383
Woodbridge 375
Houston 361
Dublin 332
Seattle 317
Cambridge 270
Westminster 263
Padova 256
Bologna 237
Nanjing 235
Medford 232
Lomé 217
Berlin 203
Rome 181
Saint Petersburg 148
Jinan 138
Shenyang 127
Abidjan 124
Milan 122
Mülheim 122
Grafing 112
Sofia 109
Changsha 89
Amman 84
Hebei 81
Nanchang 75
Des Moines 69
Mahé 67
Jiaxing 60
Beijing 58
San Diego 57
New York 56
Boardman 52
Tianjin 49
Turin 49
Redmond 48
Zhengzhou 43
Olalla 42
Falls Church 40
Brussels 37
Norwalk 37
Redwood City 37
Taizhou 37
Haikou 34
Helsinki 34
Naples 31
Hangzhou 30
Pune 30
Los Angeles 29
Verona 29
Dearborn 28
Lanzhou 28
Guangzhou 27
Ningbo 26
Taiyuan 25
San Venanzo 24
Paris 23
Fremont 21
Moscow 21
Bari 20
Kunming 20
Tokyo 20
Toronto 19
Bremen 18
Fuzhou 18
Bühl 17
Florence 15
Lima 15
Washington 15
Abeokuta 14
Forlì 14
Bern 13
Modena 13
Cairo 12
London 12
Trieste 12
Frankfurt Am Main 11
Hefei 11
Torino 11
Kansas City 10
Monmouth Junction 10
Boydton 9
Frankfurt am Main 9
Genoa 9
Misano Adriatico 9
Phoenix 9
Plauen 9
Portland 9
Reggio Emilia 9
Amsterdam 8
Atlanta 8
Buffalo 8
Totale 13.765
Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 741
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 145
A Proposed Approach for Probabilistic Seismic Hazard Analysis 145
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 140
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 137
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 136
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 134
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 132
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 131
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 130
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 120
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 117
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 117
A New Procedure For Probabilistic Seismic Hazard Analysis 116
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping 115
Italy’s new forensic engineering research centre: A progress report 115
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 115
Experimental tests on Crescent Shaped Braces hysteretic devices 115
How Can Vernacular Construction Techniques Sustain Earthquakes: The Case of the Bhatar Buildings 115
Fresh and hardened properties of cement mortars using marble sludge fines and cement sludge fines 115
A novel scheme for inserting manufactured viscous dampers in building structures 111
A special solution for lateral-resisting systems capable of multiple seismic performances 111
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 111
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 110
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 109
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES 109
A Possible Interpretation of Data acquired from Monitoring Systems 109
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 109
The effects of in-plane shear displacements at the springings of Gothic cross vaults 108
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 107
Stochastic-based damping reduction factors 107
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 107
A comprehensive study on the seismic response of one-storey asymmetric systems 106
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems 105
The structural behaviour of the masonry vaults of the Cathedral of Modena 105
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 104
Pseudo-static response of masonry cross vaults to imposed shear displacements at the springings 104
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 103
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 103
Shaking-table tests of flat-bottom circular silos containing grain-like material 103
Analysis of the dynamic behaviour of squat silos containing grain-like material subjected to shaking table tests—ASESGRAM final report 102
A methodology for the identification of design earthquake inputs 102
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 101
A simple code-like formula for estimating the torsional effects on structures subjected to earthquake ground motion excitation 101
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 101
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 100
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 99
The application of weld-based additive manufacturing steel to structural engineering 99
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 99
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace 98
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 97
Shaking table test design to evaluate earthquake capacity of a 3-storey building specimen composed of cast-in-situ concrete walls 96
On the evaluation of the horizontal forces produced by grain-like material inside silos during earthquakes 95
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 95
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures 95
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 94
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 93
Multi-performance seismic design through an enhanced first-storey isolation system 93
Stiffness Strength Ductility Design Approaches for crescent shaped braces 92
SHAKING-TABLE TESTS OF A FULL-SCALE FLAT-BOTTOM MANUFACTURED STEEL SILO FILLED WITH WHEAT 92
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 91
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 90
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 90
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 90
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 90
null 90
The static and dynamic monitoring of the Asinelli tower in Bologna, Italy 90
Use of toggle brace system for the amplification of seismic damper motion in building structures 89
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 89
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 88
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix 88
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 87
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 86
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: minimal system analysis 86
Distribuzione Cumulativa della Probabilità dell’Accelerazione Massima del Terreno per il Territorio Italiano 85
Physically based prediction of the maximum corner displacement of one-storey eccentric systems 85
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 85
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 84
Force reduction factor for building structures equipped with added viscous dampers 84
Structural strengthening of the portico of the Santa Maria dei Servi church in Bologna 84
Identificazione di Limiti Prestazionali degli Elementi in Muratura per Applicazioni di PBSD 83
Interpretazione dei risultati di prove sperimentali pseudo-statiche con carico orizzontale ciclico effettuate su pannelli “sandwich” in conglomerato cementizio debolmente armato” 83
null 83
The assessment of the seismic behavior of the Cathedral of Modena, Italy 83
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 82
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 82
Refinements to the Silvestri’s theory for the evaluation of the seismic actions in flat-bottom silos containing grain-like material 82
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 82
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design 82
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 82
The structural strengthening of the Garisenda Tower in Bologna, Italy 82
Optimal Insertion of Viscous Dampers into Shear Type Structures: Seismic Performances and Applicability of the MPD System 82
Stiffness-Strength-Ductility Design Approaches 81
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels 81
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 81
TRM reinforcement of masonry specimens for seismic areas 81
A Five-Step Procedure for the Dimensioning of Viscous Dampers to Be Inserted in Building Structures 81
Seismic Behavior of One-Storey Gabion-Box Walls Buildings 81
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers 81
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 80
Totale 10.602
Categoria #
all - tutte 51.898
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 51.898


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019419 0 0 0 0 0 0 0 0 0 0 87 332
2019/20204.546 1.072 190 128 288 271 373 439 530 447 335 163 310
2020/20213.411 760 153 68 185 30 147 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
2023/20241.921 120 240 158 134 137 385 152 148 114 175 158 0
Totale 21.658