CRIS Current Research Information System

LANDI, LUCA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 7.173
NA - Nord America 6.821
EU - Europa 6.322
SA - Sud America 508
AF - Africa 319
OC - Oceania 30
Continente sconosciuto - Info sul continente non disponibili 1
Totale 21.174
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.701
CN - Cina 2.098
SG - Singapore 1.892
VN - Vietnam 1.643
IT - Italia 1.598
GB - Regno Unito 1.402
DE - Germania 1.173
FR - Francia 435
HK - Hong Kong 417
IN - India 368
UA - Ucraina 356
BR - Brasile 348
SE - Svezia 333
RU - Federazione Russa 306
IE - Irlanda 219
ZA - Sudafrica 158
KR - Corea 147
JP - Giappone 115
EE - Estonia 114
FI - Finlandia 99
CA - Canada 71
JO - Giordania 64
AR - Argentina 61
BD - Bangladesh 58
NL - Olanda 53
CI - Costa d'Avorio 52
PH - Filippine 49
ID - Indonesia 47
TR - Turchia 43
TH - Thailandia 42
BE - Belgio 41
TW - Taiwan 33
SC - Seychelles 32
IQ - Iraq 28
MX - Messico 27
CH - Svizzera 26
IR - Iran 26
PE - Perù 26
TG - Togo 25
EC - Ecuador 22
ES - Italia 21
PK - Pakistan 20
BG - Bulgaria 19
PL - Polonia 19
AT - Austria 17
CO - Colombia 17
HR - Croazia 17
SA - Arabia Saudita 16
NZ - Nuova Zelanda 15
GR - Grecia 14
CZ - Repubblica Ceca 13
VE - Venezuela 13
AU - Australia 12
EG - Egitto 12
UZ - Uzbekistan 12
CL - Cile 9
KE - Kenya 9
MY - Malesia 9
JM - Giamaica 8
RO - Romania 8
NP - Nepal 7
PY - Paraguay 7
ET - Etiopia 6
LB - Libano 6
PT - Portogallo 6
TN - Tunisia 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
AZ - Azerbaigian 5
CR - Costa Rica 5
HU - Ungheria 5
MA - Marocco 5
IL - Israele 4
UY - Uruguay 4
BA - Bosnia-Erzegovina 3
CG - Congo 3
DO - Repubblica Dominicana 3
KZ - Kazakistan 3
LV - Lettonia 3
NG - Nigeria 3
NO - Norvegia 3
OM - Oman 3
RS - Serbia 3
AM - Armenia 2
FJ - Figi 2
KG - Kirghizistan 2
KW - Kuwait 2
LT - Lituania 2
MD - Moldavia 2
MG - Madagascar 2
NI - Nicaragua 2
PS - Palestinian Territory 2
SM - San Marino 2
AO - Angola 1
BF - Burkina Faso 1
BH - Bahrain 1
BW - Botswana 1
CD - Congo 1
DK - Danimarca 1
EU - Europa 1
Totale 21.158
Salva come PNG Salva come JPEG
Città #
Singapore 1.255
Southend 1.218
Santa Clara 542
Frankfurt am Main 480
Ashburn 477
San Jose 475
Hong Kong 400
Chandler 382
Fairfield 382
Ho Chi Minh City 342
Bologna 337
Dong Ket 322
Princeton 311
Wilmington 273
Hanoi 271
Boardman 240
Beijing 227
Houston 227
Jacksonville 227
Dublin 219
Hefei 219
Ann Arbor 218
Woodbridge 165
Lauterbourg 154
Nanjing 147
Westminster 136
Padova 129
Seattle 127
Cambridge 120
Dallas 115
Seoul 113
Medford 107
Berlin 106
Milan 101
Council Bluffs 96
New York 96
Redmond 95
Tokyo 95
Los Angeles 94
Rome 85
Jinan 84
Helsinki 80
Haiphong 69
Buffalo 66
Saint Petersburg 64
Amman 63
Redondo Beach 61
Shenyang 60
San Diego 58
Changsha 55
Guangzhou 55
Redwood City 53
Shanghai 53
Abidjan 52
Hebei 52
Mülheim 51
Zhengzhou 50
São Paulo 49
Tianjin 47
Nanchang 46
Da Nang 43
Cesena 40
Brussels 38
Hangzhou 36
Jiaxing 36
The Dalles 33
Yubileyny 33
Phoenix 31
Chicago 30
Des Moines 30
Atlanta 28
Munich 28
Mahé 27
Lomé 25
San Francisco 24
Haikou 23
Johannesburg 23
Ningbo 23
Dearborn 22
London 22
Olalla 22
Bengaluru 21
Forlì 21
Florence 20
Lanzhou 20
Norwalk 20
Paris 20
Reggio Emilia 20
Bangkok 19
Gualtieri 19
Hải Dương 19
Modena 19
Taiyuan 19
Fuzhou 18
Toronto 18
Boydton 17
Jakarta 17
Orem 17
Sofia 17
Turin 17
Totale 13.268
Salva come PNG Salva come JPEG
Nome #
Simplified Pushover Analysis of Moment Resisting Frame Structures 321
An FDD-based modal parameter-less proportional flexibility-resembling matrix for response-only damage detection 280
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 246
Modal assurance distribution of multivariate signals for modal identification of time-varying dynamic systems 246
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 244
Modal testing through forced sine vibrations of a timber footbridge 222
Integrating flexibility-based curvature with quasi-static features induced by traffic loads for high-resolution damage localization in bridges 221
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 221
Instantaneous identification of densely instrumented structures using line topology sensor networks 220
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 212
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration 205
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 205
Crack identification using smart paint and machine learning 199
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 197
On the output-only vibration-based damage detection of frame structures 195
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 187
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 183
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 181
Phase Change Memories in Smart Sensing Solutions for Structural Health Monitoring 180
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 177
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 174
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 172
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 171
Calibration of Equivalent Viscous Damping Expressions for Displacement-Based Design and Application to RC Frames 170
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 166
Crack identification using electrical impedance tomography and transfer learning 164
Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings 163
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 161
Seismic structural health monitoring using the modal assurance distribution 161
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 160
Damage Detection in Nonlinear Elastic Structures Using Individual Sensors 159
Bridge Monitoring Using Vehicle-Induced Vibration 156
Displacement-based seismic design and analysis of different configurations of RC frames 154
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 154
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 154
Full probabilistic approach to seismic reliability assessment of RC frame structures 152
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 150
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 150
Analisi sismica non lineare di un ponte a travate con soletta continua 149
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 149
Instantaneous modal identification under varying structural characteristics: A decentralized algorithm 149
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 148
Real time damage detection through single low-cost smart sensor 148
Clump interpolation error for the identification of damage using decentralized sensor networks 148
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 147
Displacement-based design of an energy dissipating system for seismic upgrading of existing masonry structures 147
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 146
tipologie di isolamento alla base per la protezione sismica degli edifici 145
Application of pushover analysis procedures for predicting the seismic response of RC structures 145
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 145
Automatic identification of dense damage-sensitive features in civil infrastructure using sparse sensor networks 145
A modal combination method for multi-modal pushover analysis 144
On the use of multivariate autoregressive models for vibration-based damage detection and localization 144
Application of displacement-based procedures for the assessment of infilled RC frames 143
Response of RC structures subjected to horizontal and vertical ground motions 142
Seismic reliability assessment of RC structures based on different ground motion prediction models 142
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 142
Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions 142
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 142
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 141
Force reduction factor for building structures equipped with added viscous dampers 141
Detection of seismic damage on a RC building using the proportional flexibility-resembling matrix 140
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 140
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 139
Evaluation and reduction of the truncation effects on modal flexibility-based damage-sensitive features in frame buildings with mass irregularities 139
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 138
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 138
Evaluation of design procedures for passive systems and application to a case study 137
On the design and evaluation of seismic response of RC buildings according to direct displacement-based design approach 136
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 135
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 135
On the pushover analysis as a method for evaluating the seismic response of RC buildings 134
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 133
On the application of output-only modal identification to base excited frame structures 133
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 132
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 131
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 129
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 129
A Displacement-based Method for the Retrofit of Existing Masonry Structures with ADAS Dampers and External Concrete Walls 129
Adeguamento sismico di un edificio scolastico in c.a. mediante controventi ad instabilità impedita 129
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 128
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 127
Comparison of different distributions of viscous damper properties in asymmetric-plan frames 127
AN EQUIVALENT STATIC ANALYSIS PROCEDURE FOR STRUCTURES WITH ADDED VISCOUS DAMPERS 126
Rehabilitation of existing masonry structures with hysteretic dampers: a displacement based approach 125
Adeguamento sismico di un edificio scolastico in c.a. mediante controventi ad instabilità impedita 125
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 124
Different seismic behaviour of r.c. frame structures modelled with and without masonry infills 124
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 124
Damage Detection Through Modal Flexibility-Based Deflections: Application to a Full-Scale RC Shear Wall Building 124
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 122
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 122
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 121
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 121
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 120
Operational modal analysis of a plan-asymmetric RC frame structure subjected to a simulated random ground motion along different directions 120
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 118
Application of pushover procedures for the seismic analysis of plan-asymmetric buildings 116
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 116
Simplified design methodology for systems equipped with non-linear viscous dampers 116
Totale 15.569
Salva come PNG Salva come JPEG
Categoria #
all - tutte 61.758
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 61.758
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021555 0 0 0 0 0 0 0 0 0 0 0 555
2021/20222.306 263 136 94 96 245 200 57 147 116 128 337 487
2022/20232.207 267 294 113 263 134 164 116 87 438 55 198 78
2023/2024928 60 147 75 53 79 175 45 35 44 56 37 122
2024/20253.785 204 608 409 346 826 182 338 71 78 81 125 517
2025/20266.843 291 638 706 491 799 362 692 283 1.459 641 210 271
Totale 21.680