CRIS Current Research Information System

GASPARINI, GIADA
 Distribuzione geografica
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Continente #
EU - Europa 11.442
NA - Nord America 9.737
AS - Asia 9.284
SA - Sud America 732
AF - Africa 689
OC - Oceania 53
Continente sconosciuto - Info sul continente non disponibili 6
AN - Antartide 2
Totale 31.945
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Nazione #
US - Stati Uniti d'America 9.629
CN - Cina 3.167
IT - Italia 2.945
SG - Singapore 2.757
DE - Germania 2.711
GB - Regno Unito 2.261
VN - Vietnam 1.187
UA - Ucraina 752
IN - India 632
HK - Hong Kong 614
RU - Federazione Russa 553
FR - Francia 545
BR - Brasile 498
SE - Svezia 352
IE - Irlanda 300
NL - Olanda 244
KR - Corea 204
JP - Giappone 201
TG - Togo 201
EE - Estonia 192
ZA - Sudafrica 182
CI - Costa d'Avorio 166
BG - Bulgaria 106
JO - Giordania 93
FI - Finlandia 86
TR - Turchia 85
AR - Argentina 81
CA - Canada 78
SC - Seychelles 67
BE - Belgio 57
ID - Indonesia 57
IR - Iran 57
CH - Svizzera 54
PE - Perù 47
AT - Austria 44
PL - Polonia 41
ES - Italia 37
GR - Grecia 34
AU - Australia 33
IQ - Iraq 33
PH - Filippine 33
EC - Ecuador 29
BD - Bangladesh 25
PT - Portogallo 25
CL - Cile 24
IL - Israele 24
RO - Romania 24
CO - Colombia 23
EG - Egitto 23
MX - Messico 23
PY - Paraguay 19
NZ - Nuova Zelanda 18
NG - Nigeria 17
AE - Emirati Arabi Uniti 13
DK - Danimarca 10
MA - Marocco 10
MY - Malesia 10
SA - Arabia Saudita 10
TW - Taiwan 10
CY - Cipro 9
KZ - Kazakistan 9
LB - Libano 9
LT - Lituania 9
RS - Serbia 9
CZ - Repubblica Ceca 8
HU - Ungheria 8
KE - Kenya 7
UZ - Uzbekistan 7
NO - Norvegia 6
PK - Pakistan 6
TH - Thailandia 6
VE - Venezuela 6
AL - Albania 5
EU - Europa 5
HR - Croazia 5
SK - Slovacchia (Repubblica Slovacca) 5
TN - Tunisia 5
SY - Repubblica araba siriana 4
UY - Uruguay 4
AM - Armenia 3
BA - Bosnia-Erzegovina 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
KH - Cambogia 3
LK - Sri Lanka 3
OM - Oman 3
AZ - Azerbaigian 2
GE - Georgia 2
GS - Georgia del Sud e Isole Sandwich Australi 2
JM - Giamaica 2
NP - Nepal 2
PS - Palestinian Territory 2
SM - San Marino 2
TZ - Tanzania 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AD - Andorra 1
BF - Burkina Faso 1
BW - Botswana 1
BY - Bielorussia 1
CR - Costa Rica 1
Totale 31.928
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Città #
Southend 1.930
Singapore 1.734
Frankfurt am Main 1.325
Chandler 829
Ashburn 790
Santa Clara 711
Fairfield 586
Hong Kong 578
Jacksonville 569
Princeton 509
Dong Ket 495
Wilmington 473
Beijing 443
Bologna 401
Hefei 389
Ann Arbor 345
Boardman 305
Houston 298
Dublin 297
Woodbridge 278
Rome 270
Dallas 233
Seattle 226
Westminster 225
Milan 222
Padova 214
Cambridge 212
Nanjing 210
Lomé 201
Medford 197
Berlin 190
Seoul 180
Tokyo 178
Abidjan 166
Los Angeles 146
Ho Chi Minh City 140
Jinan 138
Shenyang 119
Saint Petersburg 118
Buffalo 114
Hanoi 114
Mülheim 108
Grafing 107
Sofia 105
Amman 93
Changsha 87
Guangzhou 78
Redondo Beach 75
Hebei 73
Shanghai 71
New York 67
Munich 66
Nanchang 66
Helsinki 61
Turin 60
Zhengzhou 56
Jiaxing 55
Mahé 55
São Paulo 55
Tianjin 53
Des Moines 52
Naples 49
Florence 46
Bengaluru 44
Brussels 44
Hangzhou 44
Redwood City 44
San Diego 44
Yubileyny 43
Bremen 42
Redmond 42
Lima 41
London 38
Olalla 38
Amsterdam 34
Pune 34
Cesena 33
Falls Church 33
Moscow 32
Taizhou 32
Verona 32
Haikou 31
Ankara 29
Modena 29
Paris 29
Fuzhou 28
Lanzhou 27
Vienna 27
Bari 26
Chicago 26
Ningbo 26
Shenzhen 26
Taiyuan 26
The Dalles 26
Norwalk 25
San Venanzo 25
Jakarta 24
Nuremberg 24
Toronto 24
Phoenix 23
Totale 19.831
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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
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 288
Wire and arc additive manufacturing : a research perspective 262
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 241
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 235
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 229
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 223
Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento 223
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
Blended structural optimization for wire-and-arc additively manufactured beams 204
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
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
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 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
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 176
Effectiveness of commercial oil pressure seismic devices for bridges 174
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
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 172
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
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 169
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 168
Palo reticolare 166
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
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
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
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 160
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 159
Italy’s new forensic engineering research centre: A progress report 156
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 156
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 155
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
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 154
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
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 148
A New Procedure For Probabilistic Seismic Hazard Analysis 148
Shaking-table tests of flat-bottom circular silos containing grain-like material 148
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 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
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 146
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 145
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 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
Frontiers in Built Environment Construction Materials 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
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 139
Identificazione di input sismici riferimento per valutazioni di affidabilità strutturale 139
Multi-performance seismic design through an enhanced first-storey isolation system 139
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
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
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 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
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 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
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
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
On the evaluation of the horizontal forces produced by grain-like material inside silos during earthquakes 124
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 124
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 124
Use of toggle brace system for the amplification of seismic damper motion in building structures 122
Interpretazione dei risultati di prove sperimentali pseudo-statiche con carico orizzontale ciclico effettuate su pannelli “sandwich” in conglomerato cementizio debolmente armato” 122
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 122
Energy Dissipation Systems for Seismic Vibration-Induced Damage Mitigation in Building Structures: Development, Modeling, Analysis, and Design 122
L’inserimento di smorzatori in strutture in c.a. per la mitigazione dell’azione sismica: un esempio applicativo 121
Utilizzo di link dissipativi isteretici per la mitigazione degli effetti del sisma: valutazione del comportamento strutturale del Corpo D dell'Ospedale Maggiore di Bologna 121
The assessment of the seismic behavior of the Cathedral of Modena, Italy 120
Totale 17.260
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Categoria #
all - tutte 89.476
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 89.476
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.048 0 0 0 0 0 139 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
2024/20257.238 419 1.187 695 694 1.366 429 599 220 192 246 273 918
2025/20265.765 488 1.109 1.318 833 1.437 580 0 0 0 0 0 0
Totale 32.562