CRIS Current Research Information System

GASPARINI, GIADA
 Distribuzione geografica
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Continente #
EU - Europa 12.621
NA - Nord America 12.621
AS - Asia 12.538
SA - Sud America 869
Continente sconosciuto - Info sul continente non disponibili 807
AF - Africa 746
OC - Oceania 58
AN - Antartide 2
Totale 40.262
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Nazione #
US - Stati Uniti d'America 12.383
CN - Cina 3.542
IT - Italia 3.471
SG - Singapore 3.253
DE - Germania 2.755
VN - Vietnam 2.685
GB - Regno Unito 2.319
FR - Francia 853
UA - Ucraina 762
HK - Hong Kong 713
IN - India 708
BR - Brasile 579
RU - Federazione Russa 558
SE - Svezia 356
IE - Irlanda 307
NL - Olanda 297
JP - Giappone 283
BD - Bangladesh 277
KR - Corea 239
TG - Togo 200
ZA - Sudafrica 193
EE - Estonia 192
CI - Costa d'Avorio 166
FI - Finlandia 145
CA - Canada 137
TR - Turchia 110
BG - Bulgaria 109
PH - Filippine 104
JO - Giordania 96
AR - Argentina 95
SC - Seychelles 73
IQ - Iraq 67
ID - Indonesia 65
BE - Belgio 61
IR - Iran 60
TH - Thailandia 60
CH - Svizzera 59
ES - Italia 58
PL - Polonia 56
PE - Perù 50
AT - Austria 45
GR - Grecia 42
MX - Messico 42
TW - Taiwan 41
PK - Pakistan 40
AU - Australia 37
CO - Colombia 34
EC - Ecuador 34
CL - Cile 32
SA - Arabia Saudita 32
PT - Portogallo 31
EG - Egitto 30
IL - Israele 28
RO - Romania 24
UZ - Uzbekistan 24
PY - Paraguay 20
NG - Nigeria 18
NZ - Nuova Zelanda 18
MY - Malesia 17
AL - Albania 16
MA - Marocco 15
RS - Serbia 15
AE - Emirati Arabi Uniti 14
CZ - Repubblica Ceca 14
TN - Tunisia 14
CR - Costa Rica 13
DK - Danimarca 13
VE - Venezuela 13
KE - Kenya 12
KZ - Kazakistan 11
HU - Ungheria 10
JM - Giamaica 10
CY - Cipro 9
HR - Croazia 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
SV - El Salvador 6
UY - Uruguay 6
BY - Bielorussia 5
DO - Repubblica Dominicana 5
EU - Europa 5
OM - Oman 5
TT - Trinidad e Tobago 5
BA - Bosnia-Erzegovina 4
LK - Sri Lanka 4
NI - Nicaragua 4
PS - Palestinian Territory 4
AM - Armenia 3
BB - Barbados 3
BO - Bolivia 3
ET - Etiopia 3
GT - Guatemala 3
KH - Cambogia 3
LV - Lettonia 3
Totale 39.406
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Città #
Singapore 2.187
Southend 1.925
Frankfurt am Main 1.352
Ashburn 961
Chandler 824
San Jose 809
Santa Clara 773
Hong Kong 625
Fairfield 586
Jacksonville 571
Ho Chi Minh City 521
Council Bluffs 508
Princeton 507
Dong Ket 495
Hanoi 495
Wilmington 476
Beijing 474
Bologna 465
Boardman 451
Hefei 396
Ann Arbor 345
Rome 331
Houston 308
Dublin 304
Milan 286
Woodbridge 279
Dallas 259
Lauterbourg 254
Seattle 232
Tokyo 230
Westminster 224
Cambridge 221
Padova 214
Nanjing 211
Los Angeles 208
Lomé 200
Medford 197
Berlin 191
Seoul 181
Abidjan 166
New York 153
Jinan 138
Buffalo 128
Shenyang 122
Helsinki 118
Saint Petersburg 118
Mülheim 108
Grafing 107
Sofia 106
Amman 95
Guangzhou 93
Changsha 88
Da Nang 82
Shanghai 81
Redondo Beach 75
Hebei 73
Naples 69
Munich 68
Haiphong 67
The Dalles 67
Turin 67
Nanchang 66
São Paulo 60
Florence 59
Zhengzhou 58
Tianjin 57
Jiaxing 55
Mahé 55
Des Moines 51
San Diego 51
Hangzhou 49
Amsterdam 48
Brussels 47
Chicago 47
Bengaluru 45
Redwood City 44
London 43
Yubileyny 43
Bremen 42
Lima 42
Paris 41
Redmond 40
Olalla 38
Phoenix 38
Pune 37
Ankara 36
Cesena 34
Falls Church 34
Modena 33
Moscow 33
Shenzhen 33
Taizhou 32
Verona 32
Warsaw 32
Brooklyn 31
Orem 31
San Francisco 31
Haikou 30
Bari 29
Hải Dương 29
Totale 23.901
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Nome #
ANALISI PROBABILISTICA DI PERICOLOSITA’ SISMICA: L’APPLICAZIONE DI METODOLOGIE PSHA AL TERRITORIO ITALIANO 1.417
STRUCTURAL FUNCTIONING OF THE GUGGENHEIM MUSEUM OF NEW YORK 476
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading 331
Wire and arc additive manufacturing : a research perspective 317
THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES 310
STRUCTURAL SAFETY OF THE MODENA CATHEDRAL 293
Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing 275
A Simplified Approach to the Analysis of Torsional Effects in Eccentric Systems: the Alpha Method 255
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 254
Blended structural optimization for wire-and-arc additively manufactured beams 253
A GENETIC APPROACH FOR THE OPTIMAL INSERTION OF VISCOUS DAMPERS INTO TORSIONALLY COUPLED STRUCTURES 252
Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento 250
Design strength parameters of dot-by-dot Wire-and-Arc Additively Manufactured stainless steel bars 243
Predictive Capabilities of the Alpha Method: Shaking Table Tests and Field Data Verification 242
Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems 238
A multi-performance seismic design procedure to incorporate Crescent Shaped Braces in mid-rise frame structures 237
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members 230
A SYNTHETIC PARAMETER CAPABLE OF CAPTURING THE TORSIONAL BEHAVIOR OF ONE-STOREY ASYMMETRIC STRUCTURES 226
A Possible Interpretation of Data acquired from Monitoring Systems 220
A METHODOLOGY FOR DETERMINATION OF EFFICIENT EARTHQUAKE BINS FOR PERFORMANCE BASED SEISMIC DESIGN 220
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars 219
Preliminary Interpretation of the Data from the Static Long-Term Monitoring System on the Asinelli Tower in Bologna, Italy 218
ANALYSIS AND INTERPRETATION OF THE STRUCTURAL BEHAVIOR OF THE ROSE WINDOW OF THE CATHEDRAL OF MODENA (ITALY) 212
Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings 210
A case study for seismic dampers placed between non moment resisting steel frame structures and lateral resisting concrete cores 206
Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements 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 205
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 203
THE DYNAMIC PROPERTIES OF THE ASINELLI TOWER IN BOLOGNA 203
PALO RETICOLARE E RELATIVA STRUTTURA ROMBOIDALE 201
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column 199
Effectiveness of commercial oil pressure seismic devices for bridges 198
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION 197
An assessment of the structural behaviour of the Garisenda tower in Bologna through finite element modelling and structural health monitoring 197
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements 197
Experimentally-validated buckling behavior of wire-arc additively manufactured stainless steel bars 194
A Proposed Approach for Probabilistic Seismic Hazard Analysis 193
Palo reticolare 193
A methodology for the identification of design earthquake inputs 192
A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS 189
Effectiveness of the genetic approach for the optimal insertion of viscous dampers into torsionally coupled structures considering nonlinear behaviour 188
The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures 188
EFFECTIVENESS OF INSERTING DAMPERS BETWEEN FRAMES AND LATERAL RESISTING ELEMENTS FOR THE MITIGATION OF THE SEISMIC EFFECTS 187
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 187
Statistical Analysis Towards The Identification Of Accurate Probability Distribution Models For The Compressive Strength of Concrete 186
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 186
Caratterizzazione sperimentale di una malta innovativa duttile per il miglioramento delle prestazioni sismiche di sistemi di muratura non rinforzata 186
A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART II: APPLICATION TO A PRECAST R.C. STRUCTURE 185
A Procedure For Probabilistic Seismic Hazard Analysis Which Allows To Account For Poisson Or Non-Poissonian Models 184
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 183
Italy’s new forensic engineering research centre: A progress report 183
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 182
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel 182
Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna 180
Maximum corner displacement amplifications for inelastic one-storey in-plan asymmetric systems under seismic excitation 177
A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations 177
Design for Additive Manufacturing of Crescent Shaped Brace Device to Strengthen Pinned Beam-Column Connections 175
Multi-performance seismic design through an enhanced first-storey isolation system 175
A New Procedure For Probabilistic Seismic Hazard Analysis 173
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers 173
Master di II livello: "L'Ingegneria Strutturale nel Terzo Millennio" 172
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 171
Frontiers in Built Environment Construction Materials 170
Seismic design of pre-cast reinforced concrete structures using additional viscous dampers 169
Numerical verification of the effectiveness of the “ALPHA” method for the estimation of the maximum rotational response of eccentric systems 169
A special solution for lateral-resisting systems capable of multiple seismic performances 168
A synthetic formulation for evaluating the maximum displacement of the corner points in eccentric structures due to the seismic effects 167
Shaking-table tests of flat-bottom circular silos containing grain-like material 167
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 166
A comprehensive study on the seismic response of one-storey asymmetric systems 165
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 163
Identificazione di input sismici riferimento per valutazioni di affidabilità strutturale 162
Identification of efficient groups of design earthquake inputs 162
The structural behaviour of the masonry vaults of the Cathedral of Modena 162
Stiffness Strength Ductility Design Approaches for crescent shaped braces 161
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 161
A methodology for determination of efficient earthquake bins for Performance Based Seismic Design 161
A novel scheme for inserting manufactured viscous dampers in building structures 160
A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study 160
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data 159
Optimization studies on diagrid columns realized with wire-and-arc additive manufacturing process 159
Reduction of the environmental impact of complex-shaped steel joints through topology optimization and large-scale metal 3D printing 158
A simple code-like formula for estimating the torsional effects on structures subjected to earthquake ground motion excitation 158
A procedure for the determination of reduced-variance equal-probability response spectra for Performance Based Seismic Design 158
Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces 158
Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints 155
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 155
The application of weld-based additive manufacturing steel to structural engineering 154
Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings 153
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 152
Statistical Chacterisation of the Seismic Action (PGA and PGV) for Performance Based Seismic Design 151
Wire-and-Arc Additive Manufacturing for lattice steel structures: overview of the experimental characterization on dot-by-dot rods 150
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 150
The assessment of the seismic behavior of the Cathedral of Modena, Italy 149
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 147
COMPARING THE PERFORMANCES OF FRAMED BUILDINGS EQUIPPED WITH DIFFERENT DAMPERS CONFIGURATIONS 147
Identification of representative and efficient groups of design earthquake inputs 146
Design and prototyping wire arc additively manufactured aluminum alloy lattice structures 145
Interpretazione dei risultati di prove sperimentali pseudo-statiche con carico orizzontale ciclico effettuate su pannelli “sandwich” in conglomerato cementizio debolmente armato” 145
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 145
Totale 20.538
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Categoria #
all - tutte 109.984
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 109.984
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20223.439 0 203 151 182 384 248 96 260 188 172 696 859
2022/20234.105 458 652 241 526 215 257 184 219 732 103 348 170
2023/20242.341 119 199 120 130 159 364 148 183 154 198 249 318
2024/20257.219 417 1.180 695 692 1.363 428 597 220 192 246 273 916
2025/202612.574 487 1.106 1.315 833 1.434 668 1.365 392 2.377 1.147 700 750
2026/2027963 466 497 0 0 0 0 0 0 0 0 0 0
Totale 40.262