CRIS Current Research Information System

GASPARINI, GIADA
 Distribuzione geografica
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Continente #
EU - Europa 9.972
NA - Nord America 8.632
AS - Asia 4.491
AF - Africa 607
SA - Sud America 72
OC - Oceania 39
Continente sconosciuto - Info sul continente non disponibili 6
AN - Antartide 2
Totale 23.821
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Nazione #
US - Stati Uniti d'America 8.582
DE - Germania 2.563
IT - Italia 2.363
GB - Regno Unito 2.208
CN - Cina 1.721
SG - Singapore 1.036
VN - Vietnam 770
UA - Ucraina 734
IN - India 529
FR - Francia 428
RU - Federazione Russa 354
SE - Svezia 339
IE - Irlanda 284
TG - Togo 200
EE - Estonia 190
ZA - Sudafrica 166
CI - Costa d'Avorio 142
BG - Bulgaria 104
JO - Giordania 92
NL - Olanda 88
SC - Seychelles 61
FI - Finlandia 58
TR - Turchia 53
BE - Belgio 52
CH - Svizzera 49
CA - Canada 45
HK - Hong Kong 38
ID - Indonesia 35
JP - Giappone 35
IR - Iran 33
PH - Filippine 28
GR - Grecia 25
BR - Brasile 23
IQ - Iraq 23
KR - Corea 23
PT - Portogallo 23
AU - Australia 21
ES - Italia 20
RO - Romania 20
NZ - Nuova Zelanda 18
PL - Polonia 17
AT - Austria 16
EG - Egitto 16
NG - Nigeria 16
PE - Perù 16
CL - Cile 11
IL - Israele 11
CO - Colombia 9
AE - Emirati Arabi Uniti 8
LB - Libano 8
AR - Argentina 7
CY - Cipro 7
DK - Danimarca 6
EC - Ecuador 6
NO - Norvegia 6
SA - Arabia Saudita 6
EU - Europa 5
TW - Taiwan 5
CZ - Repubblica Ceca 4
HR - Croazia 4
MY - Malesia 4
PK - Pakistan 4
SY - Repubblica araba siriana 4
UZ - Uzbekistan 4
BD - Bangladesh 3
MA - Marocco 3
MX - Messico 3
RS - Serbia 3
TH - Thailandia 3
AL - Albania 2
BA - Bosnia-Erzegovina 2
GS - Georgia del Sud e Isole Sandwich Australi 2
KH - Cambogia 2
KZ - Kazakistan 2
LK - Sri Lanka 2
SK - Slovacchia (Repubblica Slovacca) 2
SM - San Marino 2
TN - Tunisia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AD - Andorra 1
AM - Armenia 1
CR - Costa Rica 1
IM - Isola di Man 1
JM - Giamaica 1
LA - Repubblica Popolare Democratica del Laos 1
LU - Lussemburgo 1
MC - Monaco 1
MD - Moldavia 1
MT - Malta 1
SN - Senegal 1
Totale 23.821
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Città #
Southend 1.930
Frankfurt am Main 1.292
Singapore 909
Chandler 829
Santa Clara 692
Ashburn 660
Fairfield 586
Jacksonville 569
Princeton 509
Dong Ket 495
Wilmington 473
Ann Arbor 345
Bologna 322
Boardman 297
Houston 296
Dublin 282
Woodbridge 278
Westminster 225
Seattle 220
Padova 210
Cambridge 209
Nanjing 209
Rome 203
Lomé 200
Medford 197
Berlin 189
Milan 184
Abidjan 142
Jinan 129
Saint Petersburg 118
Mülheim 108
Shenyang 108
Grafing 107
Sofia 104
Amman 92
Changsha 79
Hebei 73
Beijing 69
Nanchang 64
Turin 59
Guangzhou 56
Helsinki 55
Jiaxing 55
Mahé 55
Des Moines 52
Shanghai 50
Tianjin 48
New York 47
Redwood City 44
San Diego 44
Zhengzhou 43
Bremen 42
Redmond 42
Brussels 40
Los Angeles 38
Olalla 38
Naples 36
Pune 34
Falls Church 33
Hangzhou 33
Haikou 31
Taizhou 31
Florence 30
Moscow 29
Verona 29
London 27
Paris 27
Lanzhou 26
Ningbo 26
Fuzhou 25
Norwalk 25
San Venanzo 25
Taiyuan 25
Tokyo 23
Bari 21
Jakarta 21
Dearborn 20
Bern 19
Kunming 19
Toronto 19
Cesena 18
Shenzhen 18
Abeokuta 16
Forlì 16
Modena 16
Phoenix 16
Sulaymaniyah 16
Amsterdam 15
Lima 15
Bühl 14
Hyderabad 14
Wuhan 14
Foshan 13
Istanbul 13
Ferrara 12
Fremont 12
Washington 12
Wenzhou 12
Coimbra 11
Portland 11
Totale 15.729
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 980
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 232
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 208
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 191
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 190
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 177
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 175
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 168
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 163
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 159
A Possible Interpretation of Data acquired from Monitoring Systems 157
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 156
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 155
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 154
A Proposed Approach for Probabilistic Seismic Hazard Analysis 153
Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento 150
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 149
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 149
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 148
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 148
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 146
Palo reticolare 146
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 145
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 144
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 142
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 138
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 137
Wire and arc additive manufacturing : a research perspective 134
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 134
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 134
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 133
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 132
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 132
A New Procedure For Probabilistic Seismic Hazard Analysis 131
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 130
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 129
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 129
Italy’s new forensic engineering research centre: A progress report 128
A methodology for the identification of design earthquake inputs 128
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 127
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 126
A special solution for lateral-resisting systems capable of multiple seismic performances 126
Effectiveness of commercial oil pressure seismic devices for bridges 125
A novel scheme for inserting manufactured viscous dampers in building structures 124
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 123
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 122
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 122
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 122
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 121
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 120
A comprehensive study on the seismic response of one-storey asymmetric systems 120
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 117
Shaking-table tests of flat-bottom circular silos containing grain-like material 117
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 116
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 116
The structural behaviour of the masonry vaults of the Cathedral of Modena 116
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 115
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 115
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 114
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 114
Stiffness Strength Ductility Design Approaches for crescent shaped braces 113
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 113
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 113
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 112
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 111
The application of weld-based additive manufacturing steel to structural engineering 111
A simple code-like formula for estimating the torsional effects on structures subjected to earthquake ground motion excitation 110
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 110
Multi-performance seismic design through an enhanced first-storey isolation system 110
Shaking table test design to evaluate earthquake capacity of a 3-storey building specimen composed of cast-in-situ concrete walls 110
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 109
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 108
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 108
On the evaluation of the horizontal forces produced by grain-like material inside silos during earthquakes 106
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design 106
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 105
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 105
Blended structural optimization for wire-and-arc additively manufactured beams 104
Statistical Chacterisation of the Seismic Action (PGA and PGV) for Performance Based Seismic Design 104
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 103
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 103
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 102
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 102
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 101
Use of toggle brace system for the amplification of seismic damper motion in building structures 100
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 100
The static and dynamic monitoring of the Asinelli tower in Bologna, Italy 99
Energy Dissipation Systems for Seismic Vibration-Induced Damage Mitigation in Building Structures: Development, Modeling, Analysis, and Design 99
Identification of efficient groups of design earthquake inputs 98
Un Esempio Completo di Applicazione della Metodologia del Performance Based Design: l’Isolamento Sismico del Teatro Galli di Rimini. Parte II: Risultati significativi 98
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: minimal system analysis 98
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 98
Identificazione di input sismici riferimento per valutazioni di affidabilità strutturale 97
Identificazione di Limiti Prestazionali degli Elementi in Muratura per Applicazioni di PBSD 97
Distribuzione Cumulativa della Probabilità dell’Accelerazione Massima del Terreno per il Territorio Italiano 97
Reinforcement design of the “Filetto” Bridge on the Santerno River near Bologna, Italy 96
Physically based prediction of the maximum corner displacement of one-storey eccentric systems 96
“ALPHA METHOD” FOR THE PREDICTION OF THE MAXIMUM DISPLACEMENT AT THE FLEXIBLE SIDE OF ECCENTRIC SYSTEMS 96
The structural strengthening of the Garisenda Tower in Bologna, Italy 96
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 95
Totale 13.391
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Categoria #
all - tutte 61.011
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 61.011
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.812 0 0 0 0 0 0 350 416 372 270 142 262
2020/20213.134 663 124 66 175 58 139 92 153 452 194 176 842
2021/20223.897 444 204 152 182 386 248 96 260 188 172 701 864
2022/20234.123 460 655 241 531 216 258 184 220 735 103 350 170
2023/20242.343 120 199 120 130 159 364 149 183 154 198 249 318
2024/20254.823 419 1.187 695 694 1.366 429 33 0 0 0 0 0
Totale 24.382