CRIS Current Research Information System

GASPARINI, GIADA
 Distribuzione geografica
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Continente #
AS - Asia 12.212
EU - Europa 12.190
NA - Nord America 10.932
SA - Sud America 842
AF - Africa 742
OC - Oceania 57
Continente sconosciuto - Info sul continente non disponibili 7
AN - Antartide 2
Totale 36.984
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Nazione #
US - Stati Uniti d'America 10.792
CN - Cina 3.511
SG - Singapore 3.212
IT - Italia 3.120
DE - Germania 2.751
VN - Vietnam 2.684
GB - Regno Unito 2.301
FR - Francia 851
UA - Ucraina 763
IN - India 708
HK - Hong Kong 685
BR - Brasile 565
RU - Federazione Russa 559
SE - Svezia 357
IE - Irlanda 308
JP - Giappone 280
NL - Olanda 274
KR - Corea 235
TG - Togo 201
ZA - Sudafrica 193
EE - Estonia 192
CI - Costa d'Avorio 167
FI - Finlandia 145
TR - Turchia 110
BG - Bulgaria 109
PH - Filippine 103
JO - Giordania 97
CA - Canada 94
AR - Argentina 93
BD - Bangladesh 68
IQ - Iraq 67
SC - Seychelles 67
ID - Indonesia 63
BE - Belgio 58
IR - Iran 57
TH - Thailandia 57
CH - Svizzera 55
PL - Polonia 54
PE - Perù 50
ES - Italia 48
AT - Austria 45
GR - Grecia 41
PK - Pakistan 40
TW - Taiwan 40
AU - Australia 37
EC - Ecuador 33
SA - Arabia Saudita 33
CO - Colombia 31
EG - Egitto 30
MX - Messico 30
CL - Cile 29
IL - Israele 28
PT - Portogallo 28
RO - Romania 24
UZ - Uzbekistan 24
PY - Paraguay 19
NG - Nigeria 18
NZ - Nuova Zelanda 18
MY - Malesia 17
MA - Marocco 15
AE - Emirati Arabi Uniti 14
CZ - Repubblica Ceca 14
TN - Tunisia 14
AL - Albania 13
KE - Kenya 12
VE - Venezuela 12
KZ - Kazakistan 11
RS - Serbia 11
DK - Danimarca 10
CY - Cipro 9
HR - Croazia 9
HU - Ungheria 9
LB - Libano 9
LT - Lituania 9
SY - Repubblica araba siriana 9
GE - Georgia 7
SK - Slovacchia (Repubblica Slovacca) 7
DZ - Algeria 6
NO - Norvegia 6
NP - Nepal 6
DO - Repubblica Dominicana 5
EU - Europa 5
OM - Oman 5
UY - Uruguay 5
BA - Bosnia-Erzegovina 4
BY - Bielorussia 4
CR - Costa Rica 4
LK - Sri Lanka 4
PS - Palestinian Territory 4
AM - Armenia 3
BO - Bolivia 3
ET - Etiopia 3
KH - Cambogia 3
LY - Libia 3
AZ - Azerbaigian 2
BW - Botswana 2
GS - Georgia del Sud e Isole Sandwich Australi 2
JM - Giamaica 2
LV - Lettonia 2
MM - Myanmar 2
Totale 36.948
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Città #
Singapore 2.150
Southend 1.930
Frankfurt am Main 1.351
Ashburn 898
Chandler 829
Santa Clara 727
Hong Kong 603
Fairfield 586
Jacksonville 571
San Jose 566
Ho Chi Minh City 523
Princeton 509
Dong Ket 495
Hanoi 494
Wilmington 474
Beijing 459
Bologna 432
Hefei 396
Ann Arbor 345
Boardman 307
Dublin 305
Houston 302
Rome 287
Woodbridge 279
Lauterbourg 255
Dallas 242
Milan 232
Seattle 231
Tokyo 227
Westminster 225
Padova 214
Cambridge 212
Nanjing 211
Lomé 201
Medford 197
Berlin 192
Seoul 181
Los Angeles 175
Abidjan 167
Jinan 140
Shenyang 122
Helsinki 119
Saint Petersburg 118
Buffalo 116
Mülheim 108
Grafing 107
Sofia 106
Amman 96
Guangzhou 93
Changsha 88
New York 84
Da Nang 80
Shanghai 79
Redondo Beach 75
Hebei 73
Haiphong 67
Munich 66
Nanchang 66
The Dalles 66
Turin 63
Council Bluffs 62
São Paulo 61
Zhengzhou 58
Tianjin 57
Jiaxing 55
Mahé 55
Florence 54
Des Moines 52
Naples 52
Amsterdam 49
Hangzhou 49
San Diego 49
Bengaluru 45
Brussels 45
Redwood City 44
London 43
Yubileyny 43
Bremen 42
Lima 42
Redmond 42
Paris 41
Olalla 38
Pune 37
Ankara 36
Cesena 33
Falls Church 33
Moscow 33
Shenzhen 33
Chicago 32
Modena 32
Taizhou 32
Verona 32
Warsaw 32
Haikou 31
Hải Dương 29
Ningbo 29
Fuzhou 28
Vienna 28
Bangkok 27
Bari 27
Totale 22.554
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.368
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 441
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 316
Wire and arc additive manufacturing : a research perspective 295
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 266
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 256
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 250
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 250
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 242
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 242
Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento 241
Blended structural optimization for wire-and-arc additively manufactured beams 237
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 237
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 227
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 224
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 219
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 216
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 216
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 207
A Possible Interpretation of Data acquired from Monitoring Systems 207
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 206
Effectiveness of linking non moment-resisting steel frame structures and lateral-resisting concrete cores with viscous dampers for the mitigation of the seismic effects 201
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 200
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 198
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 197
Effectiveness of commercial oil pressure seismic devices for bridges 194
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 194
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 193
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 191
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 190
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 189
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 189
A Proposed Approach for Probabilistic Seismic Hazard Analysis 188
A methodology for the identification of design earthquake inputs 187
Palo reticolare 187
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 182
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 182
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 182
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 182
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 181
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 181
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 179
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 179
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 178
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 177
Italy’s new forensic engineering research centre: A progress report 177
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 177
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 177
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 177
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 176
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 175
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 175
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 174
Multi-performance seismic design through an enhanced first-storey isolation system 170
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 170
A New Procedure For Probabilistic Seismic Hazard Analysis 169
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 168
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 167
Frontiers in Built Environment Construction Materials 166
A special solution for lateral-resisting systems capable of multiple seismic performances 165
Shaking-table tests of flat-bottom circular silos containing grain-like material 165
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 164
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 164
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 162
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 162
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 160
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 159
A comprehensive study on the seismic response of one-storey asymmetric systems 159
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 159
The structural behaviour of the masonry vaults of the Cathedral of Modena 158
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design 157
Identificazione di input sismici riferimento per valutazioni di affidabilità strutturale 155
Identification of efficient groups of design earthquake inputs 155
A novel scheme for inserting manufactured viscous dampers in building structures 155
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 155
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 153
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 153
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 152
A simple code-like formula for estimating the torsional effects on structures subjected to earthquake ground motion excitation 151
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 151
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 151
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 150
The application of weld-based additive manufacturing steel to structural engineering 150
Stiffness Strength Ductility Design Approaches for crescent shaped braces 149
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 149
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 148
Statistical Chacterisation of the Seismic Action (PGA and PGV) for Performance Based Seismic Design 148
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 145
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 145
The assessment of the seismic behavior of the Cathedral of Modena, Italy 143
Utilizzo di link dissipativi isteretici per la mitigazione degli effetti del sisma: valutazione del comportamento strutturale del Corpo D dell'Ospedale Maggiore di Bologna 142
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 141
COMPARING THE PERFORMANCES OF FRAMED BUILDINGS EQUIPPED WITH DIFFERENT DAMPERS CONFIGURATIONS 141
Wire-and-Arc Additive Manufacturing for lattice steel structures: overview of the experimental characterization on dot-by-dot rods 140
Identification of representative and efficient groups of design earthquake inputs 140
Caratterizzazione sperimentale di una struttura a telaio a due piani equipaggiata con dispositivi "crescent shaped braces" 140
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 139
Shaking table test design to evaluate earthquake capacity of a 3-storey building specimen composed of cast-in-situ concrete walls 139
Reinforcement design of the “Filetto” Bridge on the Santerno River near Bologna, Italy 137
The seismic assessment of the Asinelli tower in Bologna 137
Totale 19.470
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Categoria #
all - tutte 98.391
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 98.391
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.212 0 0 0 0 0 0 0 0 0 194 176 842
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
2025/202610.971 488 1.109 1.318 833 1.437 670 1.370 392 2.385 969 0 0
Totale 37.768