CRIS Current Research Information System

LANDI, LUCA
 Distribuzione geografica
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Continente #
AS - Asia 7.124
NA - Nord America 6.382
EU - Europa 6.226
SA - Sud America 491
AF - Africa 319
OC - Oceania 29
Continente sconosciuto - Info sul continente non disponibili 1
Totale 20.572
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Nazione #
US - Stati Uniti d'America 6.282
CN - Cina 2.081
SG - Singapore 1.879
VN - Vietnam 1.643
IT - Italia 1.528
GB - Regno Unito 1.395
DE - Germania 1.173
FR - Francia 435
HK - Hong Kong 411
IN - India 368
UA - Ucraina 356
BR - Brasile 336
SE - Svezia 333
RU - Federazione Russa 302
IE - Irlanda 219
ZA - Sudafrica 158
KR - Corea 147
JP - Giappone 115
EE - Estonia 114
FI - Finlandia 99
JO - Giordania 64
CA - Canada 62
AR - Argentina 60
CI - Costa d'Avorio 52
NL - Olanda 50
PH - Filippine 49
BD - Bangladesh 48
ID - Indonesia 46
TR - Turchia 43
TH - Thailandia 42
BE - Belgio 39
TW - Taiwan 33
SC - Seychelles 32
IQ - Iraq 28
CH - Svizzera 26
TG - Togo 25
IR - Iran 24
PE - Perù 24
MX - Messico 23
EC - Ecuador 22
PK - Pakistan 20
BG - Bulgaria 19
PL - Polonia 19
ES - Italia 18
AT - Austria 17
CO - Colombia 17
HR - Croazia 17
SA - Arabia Saudita 16
NZ - Nuova Zelanda 15
GR - Grecia 14
AU - Australia 12
EG - Egitto 12
UZ - Uzbekistan 12
VE - Venezuela 12
CZ - Repubblica Ceca 10
CL - Cile 9
KE - Kenya 9
MY - Malesia 9
RO - Romania 8
NP - Nepal 7
ET - Etiopia 6
LB - Libano 6
PY - Paraguay 6
TN - Tunisia 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
AZ - Azerbaigian 5
HU - Ungheria 5
JM - Giamaica 5
MA - Marocco 5
PT - Portogallo 5
IL - Israele 4
UY - Uruguay 4
BA - Bosnia-Erzegovina 3
CG - Congo 3
DO - Repubblica Dominicana 3
KZ - Kazakistan 3
NG - Nigeria 3
NO - Norvegia 3
OM - Oman 3
RS - Serbia 3
AM - Armenia 2
CR - Costa Rica 2
KG - Kirghizistan 2
KW - Kuwait 2
LT - Lituania 2
LV - Lettonia 2
MG - Madagascar 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
FJ - Figi 1
GD - Grenada 1
GY - Guiana 1
Totale 20.557
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Città #
Singapore 1.244
Southend 1.218
Santa Clara 534
Frankfurt am Main 480
Ashburn 453
Hong Kong 394
San Jose 394
Chandler 382
Fairfield 382
Ho Chi Minh City 342
Bologna 326
Dong Ket 322
Princeton 311
Wilmington 273
Hanoi 271
Houston 227
Jacksonville 226
Dublin 219
Hefei 219
Ann Arbor 218
Beijing 217
Boardman 192
Woodbridge 165
Lauterbourg 154
Nanjing 147
Westminster 136
Padova 129
Seattle 127
Cambridge 120
Seoul 113
Dallas 108
Berlin 106
Medford 106
Redmond 95
Tokyo 95
Milan 93
Los Angeles 88
Jinan 84
New York 82
Helsinki 80
Rome 79
Haiphong 69
Buffalo 64
Saint Petersburg 64
Amman 63
Redondo Beach 61
Shenyang 60
San Diego 57
Changsha 55
Guangzhou 55
Abidjan 52
Hebei 52
Redwood City 52
Mülheim 51
Shanghai 51
Zhengzhou 50
Tianjin 47
Nanchang 46
Da Nang 43
Cesena 40
São Paulo 37
Brussels 36
Hangzhou 36
Jiaxing 36
The Dalles 33
Yubileyny 33
Council Bluffs 31
Des Moines 30
Munich 28
Mahé 27
Chicago 25
Lomé 25
Phoenix 24
Haikou 23
Johannesburg 23
Ningbo 23
Dearborn 22
Olalla 22
Bengaluru 21
Forlì 21
London 21
San Francisco 21
Lanzhou 20
Norwalk 20
Paris 20
Reggio Emilia 20
Bangkok 19
Florence 19
Gualtieri 19
Hải Dương 19
Taiyuan 19
Atlanta 18
Fuzhou 18
Boydton 17
Jakarta 17
Sofia 17
Turin 17
Chennai 16
Suzhou 16
Verona 16
Totale 12.908
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Nome #
Simplified Pushover Analysis of Moment Resisting Frame Structures 315
An FDD-based modal parameter-less proportional flexibility-resembling matrix for response-only damage detection 259
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 242
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 239
Modal assurance distribution of multivariate signals for modal identification of time-varying dynamic systems 232
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 216
Modal testing through forced sine vibrations of a timber footbridge 213
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 212
Instantaneous identification of densely instrumented structures using line topology sensor networks 212
Integrating flexibility-based curvature with quasi-static features induced by traffic loads for high-resolution damage localization in bridges 208
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration 201
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 196
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 193
On the output-only vibration-based damage detection of frame structures 193
Crack identification using smart paint and machine learning 190
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 184
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
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 177
Phase Change Memories in Smart Sensing Solutions for Structural Health Monitoring 176
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 169
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 169
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 168
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 166
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 162
Calibration of Equivalent Viscous Damping Expressions for Displacement-Based Design and Application to RC Frames 160
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 160
Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings 158
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 157
Crack identification using electrical impedance tomography and transfer learning 155
Seismic structural health monitoring using the modal assurance distribution 155
Damage Detection in Nonlinear Elastic Structures Using Individual Sensors 154
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 150
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 149
Bridge Monitoring Using Vehicle-Induced Vibration 148
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 148
Instantaneous modal identification under varying structural characteristics: A decentralized algorithm 147
Displacement-based design of an energy dissipating system for seismic upgrading of existing masonry structures 145
Real time damage detection through single low-cost smart sensor 145
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 145
Displacement-based seismic design and analysis of different configurations of RC frames 144
Analisi sismica non lineare di un ponte a travate con soletta continua 144
A modal combination method for multi-modal pushover analysis 144
Clump interpolation error for the identification of damage using decentralized sensor networks 144
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 143
Automatic identification of dense damage-sensitive features in civil infrastructure using sparse sensor networks 143
Full probabilistic approach to seismic reliability assessment of RC frame structures 142
Application of displacement-based procedures for the assessment of infilled RC frames 142
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 142
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 142
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 141
Force reduction factor for building structures equipped with added viscous dampers 141
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 141
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 141
tipologie di isolamento alla base per la protezione sismica degli edifici 140
Application of pushover analysis procedures for predicting the seismic response of RC structures 140
Seismic reliability assessment of RC structures based on different ground motion prediction models 140
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 140
Response of RC structures subjected to horizontal and vertical ground motions 139
On the use of multivariate autoregressive models for vibration-based damage detection and localization 139
Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions 138
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 137
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 136
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 135
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 135
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 134
Evaluation and reduction of the truncation effects on modal flexibility-based damage-sensitive features in frame buildings with mass irregularities 133
Evaluation of design procedures for passive systems and application to a case study 131
On the design and evaluation of seismic response of RC buildings according to direct displacement-based design approach 131
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 131
On the pushover analysis as a method for evaluating the seismic response of RC buildings 129
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 129
A Displacement-based Method for the Retrofit of Existing Masonry Structures with ADAS Dampers and External Concrete Walls 129
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 129
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 129
Adeguamento sismico di un edificio scolastico in c.a. mediante controventi ad instabilità impedita 128
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 127
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 127
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 127
Comparison of different distributions of viscous damper properties in asymmetric-plan frames 126
Detection of seismic damage on a RC building using the proportional flexibility-resembling matrix 124
Different seismic behaviour of r.c. frame structures modelled with and without masonry infills 124
Adeguamento sismico di un edificio scolastico in c.a. mediante controventi ad instabilità impedita 124
AN EQUIVALENT STATIC ANALYSIS PROCEDURE FOR STRUCTURES WITH ADDED VISCOUS DAMPERS 123
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 122
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 122
Rehabilitation of existing masonry structures with hysteretic dampers: a displacement based approach 122
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 122
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 120
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 119
Damage Detection Through Modal Flexibility-Based Deflections: Application to a Full-Scale RC Shear Wall Building 119
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 118
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 118
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 118
Operational modal analysis of a plan-asymmetric RC frame structure subjected to a simulated random ground motion along different directions 118
On the application of output-only modal identification to base excited frame structures 118
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 117
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 117
Comparison of different methods for viscous damper placement in existing frame buildings 116
A Direct Procedure for the Estimate of the Inelastic Displacement Demand of Structures Equipped with Viscous Dampers 115
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 114
Totale 15.113
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Categoria #
all - tutte 57.975
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 57.975
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021812 0 0 0 0 0 0 0 0 0 147 110 555
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
2025/20266.241 291 638 706 491 799 362 692 283 1.459 520 0 0
Totale 21.078