SILVESTRI, STEFANO
 Distribuzione geografica
Continente #
EU - Europa 502
NA - Nord America 406
AS - Asia 154
AF - Africa 26
SA - Sud America 13
OC - Oceania 9
Totale 1.110
Nazione #
US - Stati Uniti d'America 399
IT - Italia 340
FR - Francia 48
CN - Cina 37
DE - Germania 31
IR - Iran 30
IN - India 27
GB - Regno Unito 22
IE - Irlanda 19
EG - Egitto 16
TR - Turchia 15
JO - Giordania 8
AE - Emirati Arabi Uniti 6
AU - Australia 6
BG - Bulgaria 6
NL - Olanda 6
PH - Filippine 6
BR - Brasile 5
CZ - Repubblica Ceca 5
JP - Giappone 5
EC - Ecuador 4
HK - Hong Kong 4
MX - Messico 4
RU - Federazione Russa 4
UA - Ucraina 4
AF - Afghanistan, Repubblica islamica di 3
CA - Canada 3
CH - Svizzera 3
DZ - Algeria 3
ES - Italia 3
KR - Corea 3
NZ - Nuova Zelanda 3
PE - Perù 3
SA - Arabia Saudita 3
SE - Svezia 3
AZ - Azerbaigian 2
FI - Finlandia 2
MA - Marocco 2
RO - Romania 2
ZA - Sudafrica 2
BE - Belgio 1
CL - Cile 1
CM - Camerun 1
IL - Israele 1
KE - Kenya 1
LU - Lussemburgo 1
MY - Malesia 1
NG - Nigeria 1
PL - Polonia 1
PT - Portogallo 1
TH - Thailandia 1
TW - Taiwan 1
VN - Vietnam 1
Totale 1.110
Città #
Bologna 181
Ashburn 74
Santa Cruz 28
Dublin 19
Boardman 17
Falkenstein 15
Seattle 14
Tehran 13
Buffalo 12
Fairfield 12
Chicago 11
Southend 11
Catania 10
Costabissara 10
Abano Terme 9
San Diego 9
Cesena 8
Council Bluffs 8
Los Angeles 8
Amman 7
Bursa 7
Cairo 7
Forlì 7
Imola 7
San Francisco 7
Cambridge 6
Columbus 6
Hangzhou 6
Houston 6
New York 6
Pavia 6
Sofia 6
Bagnacavallo 5
Chennai 5
Dalian 5
Dallas 5
Mumbai 5
San Cesario sul Panaro 5
Sao Manuel 5
Woodbridge 5
Ahvaz 4
Ann Arbor 4
Atlanta 4
Ferrara 4
Naples 4
Paris 4
Quito 4
Amsterdam 3
Bani Suwayf 3
Birmingham 3
Butuan 3
Canberra 3
Central 3
Cerreto Guidi 3
Henderson 3
Jacksonville 3
Lima 3
Mangawhai 3
Mashhad 3
Massa 3
Milan 3
Mountain View 3
Palo del Colle 3
Pune 3
Shanghai 3
Tower Hamlets 3
Ústí nad Labem 3
Ahmedabad 2
Ankara 2
Ascoli Piceno 2
Baku 2
Beijing 2
Bucharest 2
Campi Bisenzio 2
Carate Brianza 2
Casale Monferrato 2
Casalgrande 2
Danville 2
Delhi 2
Düsseldorf 2
East Los Angeles 2
Esslingen am Neckar 2
Gangbuk-gu 2
Giza 2
Gorle 2
Grenoble 2
Gualtieri 2
Herndon 2
Hyderabad 2
Kafr ash Shaykh Hilal 2
Lafayette 2
Lake Forest 2
Lugano 2
Malappuram 2
Mexico City 2
Miami 2
Milpitas 2
Minatomirai 2
Nador 2
Raleigh 2
Totale 747
Nome #
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers, file e1dcb339-15c1-7715-e053-1705fe0a6cc9 136
Seismic Behavior of One-Storey Gabion-Box Walls Buildings, file e1dcb331-a036-7715-e053-1705fe0a6cc9 80
How Can Vernacular Construction Techniques Sustain Earthquakes: The Case of the Bhatar Buildings, file e1dcb331-a034-7715-e053-1705fe0a6cc9 79
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers, file e1dcb337-c8b4-7715-e053-1705fe0a6cc9 71
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb339-831d-7715-e053-1705fe0a6cc9 54
Rubble Stone Masonry Buildings With Cement Mortar: Design Specifications in Seismic and Masonry Codes Worldwide, file e1dcb336-9aa4-7715-e053-1705fe0a6cc9 48
Seismic Design and Performances of Frame Structures Connected to a Strongback System and Equipped with Different Configurations of Supplemental Viscous Dampers, file e1dcb338-544b-7715-e053-1705fe0a6cc9 41
Shaking-table tests of flat-bottom circular silos containing grain-like material, file e1dcb339-9dff-7715-e053-1705fe0a6cc9 41
Experimental tests on Crescent Shaped Braces hysteretic devices, file e1dcb33a-0793-7715-e053-1705fe0a6cc9 34
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls, file e1dcb32c-49c0-7715-e053-1705fe0a6cc9 30
Comprehensive Review on the Dynamic and Seismic Behavior of Flat-Bottom Cylindrical Silos Filled With Granular Material, file e1dcb339-61b7-7715-e053-1705fe0a6cc9 30
Stochastic-based damping reduction factors, file e1dcb339-ee8d-7715-e053-1705fe0a6cc9 29
Fresh and hardened properties of cement mortars using marble sludge fines and cement sludge fines, file e1dcb337-cd31-7715-e053-1705fe0a6cc9 26
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures, file e1dcb339-9b16-7715-e053-1705fe0a6cc9 24
Shaking table tests of a full-scale flat-bottom manufactured steel silo filled with wheat: Main results on the fixed-base configuration, file 5312497a-5e2c-4306-bab1-5538c437c639 22
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace, file e1dcb337-e187-7715-e053-1705fe0a6cc9 22
Rubble Stone Masonry Buildings with Cement Mortar: Base Shear Seismic Demand Comparison for Selected Countries Worldwide, file e1dcb339-4623-7715-e053-1705fe0a6cc9 22
The effects of in-plane shear displacements at the springings of Gothic cross vaults, file e1dcb338-05be-7715-e053-1705fe0a6cc9 16
On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures, file e1dcb32f-4d52-7715-e053-1705fe0a6cc9 11
The "direct-five step procedure for existing buildings": development and first application, file df7f1ee7-9fed-4bb4-a3a1-e4b024a0799a 10
Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems, file e1dcb32c-4315-7715-e053-1705fe0a6cc9 10
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb32e-07eb-7715-e053-1705fe0a6cc9 10
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers, file e1dcb331-4d83-7715-e053-1705fe0a6cc9 10
The ‘miniature silo’ test: A simple experimental setup to estimate the effective friction coefficient between the granular solid and a horizontally-corrugated cylindrical metal silo wall, file e1dcb339-acc8-7715-e053-1705fe0a6cc9 9
Multi performance seismic design through an enhanced first storey isolation system, file e1dcb32c-4b30-7715-e053-1705fe0a6cc9 7
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., file e1dcb32c-5514-7715-e053-1705fe0a6cc9 7
EFFECT OF THE GRAIN SLIDING ON THE SEISMIC BEHAVIOR OF CIRCULAR SILOS: A THEORETICAL FORMULATION, file e1dcb32e-0c3e-7715-e053-1705fe0a6cc9 7
Influence of Beams Distribution on the Dynamic and Seismic Linear Response of RC Frame Buildings, file 4be7e6dc-a3bc-4a47-a3a9-97ae2e9c40da 6
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints, file 59f80b2e-cbc2-4129-ac89-e1ba602d3903 6
Shaking table test of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls, file e1dcb32c-3f48-7715-e053-1705fe0a6cc9 6
Multi-performance seismic design through an enhanced first-storey isolation system, file e1dcb32c-5511-7715-e053-1705fe0a6cc9 6
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings, file e1dcb32e-0383-7715-e053-1705fe0a6cc9 6
Stochastic-based damping reduction factors, file e1dcb32e-0ba9-7715-e053-1705fe0a6cc9 6
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures, file e1dcb32e-0b5a-7715-e053-1705fe0a6cc9 5
Performance-based seismic design of multistory frame structures equipped with crescent-shaped brace, file e1dcb330-593b-7715-e053-1705fe0a6cc9 5
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations, file e1dcb330-6e71-7715-e053-1705fe0a6cc9 5
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers, file e1dcb336-9ee5-7715-e053-1705fe0a6cc9 5
Il comportamento strutturale del Duomo di Modena in campo statico e dinamico, file e1dcb339-6662-7715-e053-1705fe0a6cc9 5
The “direct five-step procedure” for the design of added viscous dampers to be inserted into existing buildings: formulation and case study, file 36b6b1f3-3713-4fb3-a5ec-e2f3c0eeaf41 4
On the evaluation of the horizontal forces produced by grain-like material inside silos during earthquakes, file e1dcb32b-fe57-7715-e053-1705fe0a6cc9 4
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data, file e1dcb32c-f212-7715-e053-1705fe0a6cc9 4
Force reduction factor for building structures equipped with added viscous dampers, file e1dcb32d-2a9b-7715-e053-1705fe0a6cc9 4
Experiments on crescent shaped braces, file e1dcb32e-0656-7715-e053-1705fe0a6cc9 4
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, file e1dcb32e-077f-7715-e053-1705fe0a6cc9 4
Shaking-table tests of flat-bottom circular silos containing grain-like material, file e1dcb32e-0e95-7715-e053-1705fe0a6cc9 4
A comprehensive study on the seismic response of one-storey asymmetric systems, file e1dcb32f-500a-7715-e053-1705fe0a6cc9 4
AN EQUIVALENT STATIC ANALYSIS PROCEDURE FOR STRUCTURES WITH ADDED VISCOUS DAMPERS, file e1dcb32f-bfd9-7715-e053-1705fe0a6cc9 4
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems, file e1dcb336-06c0-7715-e053-1705fe0a6cc9 4
Il modello meccanico e strutturale del Duomo di Modena, file e1dcb339-2b45-7715-e053-1705fe0a6cc9 4
Inserting the mass proportional damping (MPD) system in a concrete shear-type structure, file e1dcb339-c5ba-7715-e053-1705fe0a6cc9 4
Shaking table testing of groin vaults made by 3D printers, file 8f2e7501-0050-49db-aca8-6167d1fb890c 3
A Possible Interpretation of Data acquired from Monitoring Systems, file e1dcb32b-b1b5-7715-e053-1705fe0a6cc9 3
Added viscous dampers in shear type structures: the effectiveness of mass proportional damping, file e1dcb32b-c172-7715-e053-1705fe0a6cc9 3
PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES, file e1dcb32b-c529-7715-e053-1705fe0a6cc9 3
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, file e1dcb32c-060a-7715-e053-1705fe0a6cc9 3
A Five-Step Procedure for the Dimensioning of Viscous Dampers to Be Inserted in Building Structures, file e1dcb32c-1058-7715-e053-1705fe0a6cc9 3
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures, file e1dcb32c-ecac-7715-e053-1705fe0a6cc9 3
null, file e1dcb32e-0340-7715-e053-1705fe0a6cc9 3
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb32e-0515-7715-e053-1705fe0a6cc9 3
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers, file e1dcb32e-082d-7715-e053-1705fe0a6cc9 3
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb32e-08b6-7715-e053-1705fe0a6cc9 3
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna, file e1dcb32f-d5b5-7715-e053-1705fe0a6cc9 3
The seismic assessment of the Asinelli tower in Bologna, file e1dcb330-122e-7715-e053-1705fe0a6cc9 3
Seismic design of frame structures equipped with innovative hysteretic dissipative devices, file e1dcb333-7ee3-7715-e053-1705fe0a6cc9 3
The application of weld-based additive manufacturing steel to structural engineering, file e1dcb333-b882-7715-e053-1705fe0a6cc9 3
Experimental behaviour of Wire‐and‐Arc Additively Manufactured stainless steel rods, file e1dcb338-63f2-7715-e053-1705fe0a6cc9 3
Shaking table testing of groin vaults made by 3D printers, file e1dcb339-4617-7715-e053-1705fe0a6cc9 3
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces at both storeys: Experimental vs. numerical response, file f7316b8b-3f95-43e3-90be-8de06855e4f7 3
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS, file e1dcb32b-b3aa-7715-e053-1705fe0a6cc9 2
Use of toggle brace system for the amplification of seismic damper motion in building structures, file e1dcb32b-cbec-7715-e053-1705fe0a6cc9 2
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES, file e1dcb32b-ef2b-7715-e053-1705fe0a6cc9 2
Monitoring the structural health of the “Due Torri” in Bologna, file e1dcb32c-2208-7715-e053-1705fe0a6cc9 2
Seismic design of a precast r.c. structure equipped with viscous dampers, file e1dcb32c-2687-7715-e053-1705fe0a6cc9 2
The structural health monitoring of the Garisenda Tower in Bologna, Italy, file e1dcb32c-3f47-7715-e053-1705fe0a6cc9 2
POSSIBLE SOLUTIONS FOR REALIZING THE RETROFITTING DESIGN OF THE ASINELLI TOWER IN BOLOGNA, ITALY, USING DIFFERENT TEMPORARY STRUCTURES, file e1dcb32c-40a0-7715-e053-1705fe0a6cc9 2
Physically based prediction of the maximum corner displacement of one-storey eccentric systems, file e1dcb32c-55ad-7715-e053-1705fe0a6cc9 2
null, file e1dcb32c-ee62-7715-e053-1705fe0a6cc9 2
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, file e1dcb32c-f093-7715-e053-1705fe0a6cc9 2
Estimation of maximum damper forces in shear-type buildings subjected to seismic input, file e1dcb32e-1656-7715-e053-1705fe0a6cc9 2
Structural strengthening of the portico of the Santa Maria dei Servi church in Bologna, file e1dcb32e-1ed5-7715-e053-1705fe0a6cc9 2
The static and dynamic monitoring of the Asinelli tower in Bologna, Italy, file e1dcb32f-5733-7715-e053-1705fe0a6cc9 2
Experimental tests on Crescent Shaped Braces hysteretic devices, file e1dcb330-5da2-7715-e053-1705fe0a6cc9 2
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, file e1dcb330-5e75-7715-e053-1705fe0a6cc9 2
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings, file e1dcb330-96fa-7715-e053-1705fe0a6cc9 2
Experimental test on a fibre-reinforced scaled cross vault subjected to in-plane shear displacements at the springings, file e1dcb336-81b0-7715-e053-1705fe0a6cc9 2
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces, file e1dcb336-b3cc-7715-e053-1705fe0a6cc9 2
Preliminary results of shaking-table tests on a full-scale flat-bottom manufactured steel silo filled with wheat, file e1dcb337-105c-7715-e053-1705fe0a6cc9 2
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces, file e1dcb337-c640-7715-e053-1705fe0a6cc9 2
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces at both storeys: Experimental vs. numerical response, file 2368b52a-72e7-4b7e-bd9f-ba7a368927a6 1
Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix, file e1dcb32b-c0c8-7715-e053-1705fe0a6cc9 1
On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems, file e1dcb32b-c51f-7715-e053-1705fe0a6cc9 1
Use of toggle brace system for the amplification of seismic damper motion in building structures, file e1dcb32b-cbed-7715-e053-1705fe0a6cc9 1
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design, file e1dcb32b-d890-7715-e053-1705fe0a6cc9 1
Identification of representative and efficient groups of design earthquake inputs, file e1dcb32b-d8a3-7715-e053-1705fe0a6cc9 1
Maximum rotational response of asymmetric structures: estimation through a simple (code-like) but effective formula, file e1dcb32b-d8a5-7715-e053-1705fe0a6cc9 1
Use of toggle brace system for the amplification of seismic damper motion in building structures, file e1dcb32b-d8a6-7715-e053-1705fe0a6cc9 1
Seismic design of flat bottom silos containing grain-like material, file e1dcb32b-d8a7-7715-e053-1705fe0a6cc9 1
Interpretazione del comportamento sotto carico ciclico orizzontale di setti strutturali in calcestruzzo realizzati medianti specifici casseri “a perdere", file e1dcb32b-d993-7715-e053-1705fe0a6cc9 1
Seismic Analysis for the Structural Retrofit of “Palazzo della Civiltà Italiana” in Rome EUR, Italy, file e1dcb32c-1432-7715-e053-1705fe0a6cc9 1
Different seismic behaviour of r.c. frame structures modelled with and without masonry infills, file e1dcb32c-14ba-7715-e053-1705fe0a6cc9 1
Totale 1.101
Categoria #
all - tutte 3.377
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 3.377


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20194 0 0 0 0 0 0 0 0 0 0 0 4
2019/202034 2 0 0 0 0 0 3 12 4 3 4 6
2020/202162 1 7 0 5 9 4 6 4 11 10 5 0
2021/2022208 13 4 5 5 5 10 7 37 37 25 43 17
2022/2023359 17 22 53 32 38 25 20 32 45 18 35 22
2023/2024352 7 17 19 29 49 62 58 43 32 15 21 0
Totale 1.125