CRIS Current Research Information System

LANDI, LUCA
 Distribuzione geografica
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Continente #
EU - Europa 4.706
NA - Nord America 4.069
AS - Asia 1.645
AF - Africa 215
SA - Sud America 23
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 1
Totale 10.679
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Nazione #
US - Stati Uniti d'America 4.046
GB - Regno Unito 1.341
IT - Italia 1.082
CN - Cina 738
DE - Germania 738
VN - Vietnam 450
UA - Ucraina 343
SE - Svezia 322
IN - India 279
IE - Irlanda 210
FR - Francia 191
RU - Federazione Russa 169
ZA - Sudafrica 125
EE - Estonia 114
JO - Giordania 60
FI - Finlandia 43
BE - Belgio 31
SC - Seychelles 29
CI - Costa d'Avorio 28
CH - Svizzera 25
TG - Togo 25
SG - Singapore 24
CA - Canada 22
IR - Iran 20
BG - Bulgaria 18
HR - Croazia 16
NL - Olanda 15
TR - Turchia 15
JP - Giappone 13
NZ - Nuova Zelanda 12
PE - Perù 12
AU - Australia 8
GR - Grecia 8
RO - Romania 8
KR - Corea 7
AT - Austria 6
EG - Egitto 5
ES - Italia 5
LB - Libano 5
PT - Portogallo 5
HK - Hong Kong 4
HU - Ungheria 4
ID - Indonesia 4
PK - Pakistan 4
PL - Polonia 4
CL - Cile 3
CZ - Repubblica Ceca 3
EC - Ecuador 3
MY - Malesia 3
OM - Oman 3
TW - Taiwan 3
UZ - Uzbekistan 3
BR - Brasile 2
CO - Colombia 2
KZ - Kazakistan 2
NG - Nigeria 2
PH - Filippine 2
PS - Palestinian Territory 2
SM - San Marino 2
TH - Thailandia 2
AR - Argentina 1
EU - Europa 1
MC - Monaco 1
MX - Messico 1
NO - Norvegia 1
NP - Nepal 1
RS - Serbia 1
SA - Arabia Saudita 1
SN - Senegal 1
Totale 10.679
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Città #
Southend 1.218
Chandler 382
Fairfield 382
Dong Ket 322
Princeton 311
Wilmington 273
Bologna 253
Ashburn 240
Jacksonville 225
Houston 222
Ann Arbor 218
Dublin 210
Woodbridge 165
Westminster 136
Nanjing 135
Padova 126
Seattle 125
Cambridge 111
Medford 106
Berlin 105
Frankfurt am Main 98
Redmond 95
Jinan 71
Saint Petersburg 64
Amman 60
San Diego 56
Shenyang 54
Hebei 52
Redwood City 52
Mülheim 51
New York 49
Nanchang 44
Milan 43
Changsha 38
Helsinki 38
Jiaxing 35
Brussels 30
Des Moines 30
Tianjin 30
Abidjan 28
Boardman 28
Mahé 27
Zhengzhou 27
Rome 26
Beijing 25
Lomé 25
Dearborn 22
Ningbo 22
Olalla 22
Haikou 21
Norwalk 20
Gualtieri 19
Forlì 18
Guangzhou 18
Lanzhou 18
Boydton 17
Hangzhou 17
Sofia 16
Taiyuan 15
Falls Church 14
Buccinasco 13
Washington 13
Fidenza 12
Modena 12
San Venanzo 12
Turin 12
Fuzhou 11
Lima 11
London 11
Reggio Emilia 11
Bühl 10
Cesena 10
Genoa 10
Istanbul 10
Parma 10
Tokyo 10
Kunming 9
Paris 9
Pune 9
Verona 9
Casalecchio Di Reno 8
Los Angeles 8
Taizhou 8
Abano Terme 7
Cranbrook 7
Muizenberg 7
Ravenna 7
San Francisco 7
Singapore 7
Toronto 7
Ancona 6
Napoli 6
Phoenix 6
Piacenza 6
Shanghai 6
Vancouver 6
Duncan 5
Grafing 5
Hefei 5
Reggio Nell'emilia 5
Totale 7.043
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Nome #
Simplified Pushover Analysis of Moment Resisting Frame Structures 190
Sui criteri di progetto di dissipatori fluido-viscosi per l’adeguamento sismico di strutture in cemento armato: modellazioni numeriche ed applicazioni 161
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers 149
A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames 141
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 130
A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers 127
Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure 122
Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers 117
Modal testing through forced sine vibrations of a timber footbridge 115
A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures 115
Modal assurance distribution of multivariate signals for modal identification of time-varying dynamic systems 109
A 2-DOF MODEL FOR THE DYNAMIC ANALYSIS OF UNREINFORCED MASONRY WALLS IN OUT-OF-PLANE BENDING 106
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers 106
Out-of-plane dynamic behaviour of unreinforced masonry walls in buildings with flexible diaphragms 104
Applicazione del metodo 2000 SAC/Fema per la valutazione probabilistica di strutture in c.a. 100
Experimental tests of RC beams strengthened with composite materials using IPN water-based resins 98
Displacement-based seismic design and analysis of different configurations of RC frames 97
On the output-only vibration-based damage detection of frame structures 96
Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures 96
Analisi di affidabilità per la valutazione probabilistica di strutture in c.a. in zona sismica 95
A model for the out-of-plane dynamic analysis of unreinforced masonry walls in buildings with flexible diaphragms 94
Design method for the rehabilitation of an existing RC hospital building with viscous dampers 93
Simplified probabilistic seismic assessment of RC frames with added viscous dampers 92
A modal combination method for multi-modal pushover analysis 92
Application of displacement-based procedures for the assessment of infilled RC frames 91
Instantaneous identification of densely instrumented structures using line topology sensor networks 91
Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames 90
Adeguamento sismico di un edificio scolastico in c.a. mediante controventi ad instabilità impedita 90
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures 88
A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers 88
Comportamento fuori piano di pareti di edifici in muratura con diaframmi flessibili 88
Application of pushover analysis procedures for predicting the seismic response of RC structures 87
Adeguamento sismico di un edificio scolastico in c.a. mediante controventi ad instabilità impedita 87
null 86
Clump interpolation error for the identification of damage using decentralized sensor networks 86
null 85
Confronti tra analisi dinamiche non lineari e procedure di pushover avanzate per telai in c.a. regolari ed irregolari in elevazione 84
Force reduction factor for building structures equipped with added viscous dampers 84
Output-only damage diagnosis for plan-symmetric buildings with asymmetric damage using modal flexibility-based deflections 84
Seismic structural health monitoring using the modal assurance distribution 84
A Displacement-based Method for the Retrofit of Existing Masonry Structures with ADAS Dampers and External Concrete Walls 83
A Direct Design Methodology for the Seismic Retrofit of Existing Buildings with Dissipative Systems 82
Different seismic behaviour of r.c. frame structures modelled with and without masonry infills 81
NONLINEAR SEISMIC ANALYSIS OF INFILLED RC FRAMES WITH AN EQUIVALENT STRUT MODEL 81
Influenza della legge di attenuazione sull’analisi probabilistica della risposta sismica di strutture in c.a. 80
Il sisma del 6 aprile 2009: vulnerabilità e danni riscontrati su edifici monumentali 80
A Direct Procedure for the Estimate of the Inelastic Displacement Demand of Structures Equipped with Viscous Dampers 80
tipologie di isolamento alla base per la protezione sismica degli edifici 79
A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings 79
null 79
Displacement-based design of an energy dissipating system for seismic upgrading of existing masonry structures 79
Comparison of OMA techniques and effect of added masses on the modal properties of a small steel frame 78
On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings 78
Sviluppo e validazione di un modello a fibre con riferimento all’influenza del taglio sulla risposta non lineare di pareti in c.a. 77
Effect of Diaphragm Flexibility on the Dynamic Behaviour of Unreinforced Masonry Walls in Out-of-Plane Bending 77
Real time damage detection through single low-cost smart sensor 77
Automatic identification of dense damage-sensitive features in civil infrastructure using sparse sensor networks 77
Analisi sismica non lineare di un ponte a travate con soletta continua 76
Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames 76
On the use of multivariate autoregressive models for vibration-based damage detection and localization 76
Seismic reliability assessment of RC structures based on different ground motion prediction models 75
A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers 75
SIMPLIFIED RELIABILITY ASSESSMENT OF RC FRAMES EQUIPPED WITH VISCOUS DAMPERS 75
Prime considerazioni sugli effetti del terremoto sulle strutture in muratura in alcune località dell’Aquilano 74
Application of Direct Displacement-Based Design for plan-asymmetric RC frames 74
Proposal of a direct procedure for evaluating the damping ratio of structures equipped with non-linear viscous dampers 73
A Design Procedure for the Rehabilitation of Plan- Asymmetric Buildings with Viscous Dampers 73
Comparison of different methods for viscous damper placement in existing frame buildings 73
Confronti tra procedure di pushover di tipo convenzionale, modale e adattivo 72
On the pushover analysis as a method for evaluating the seismic response of RC buildings 71
Valutazione dell’efficacia di procedure di pushover convenzionali, modali e adattive per l’analisi sismica di edifici medio-alti in c.a. 71
Full probabilistic approach to seismic reliability assessment of RC frame structures 71
Sull’impiego di procedure di pushover per l’analisi sismica di edifici in c.a. irregolari in pianta 71
On the design and evaluation of seismic response of RC buildings according to direct displacement-based design approach 71
A fibre beam column element for modelling the flexure-shear interaction in the non-linear analysis of RC structures 71
Instantaneous modal identification under varying structural characteristics: A decentralized algorithm 70
Dynamic identification of a reinforced concrete structure by means of modal assurance distribution 70
Response of RC structures subjected to horizontal and vertical ground motions 69
AN EQUIVALENT STATIC ANALYSIS PROCEDURE FOR STRUCTURES WITH ADDED VISCOUS DAMPERS 68
Extension of displacement-based assessment to infilled RC frames 68
Evaluation of design procedures for passive systems and application to a case study 66
Effectiveness of 3D multi-modal pushover for plan-asymmetric RC frames 66
Sull'utilizzo dell'analisi di pushover nella valutazione del comportamento sismico di strutture in c.a. 65
Application of pushover procedures for the seismic analysis of plan-asymmetric buildings 64
Force Reduction Factors for Building Structures Equipped with Added Viscous Dampers 64
Influence of added viscous dampers on the probabilistic seismic performance evaluation of RC frames 64
Rehabilitation of existing masonry structures with hysteretic dampers: a displacement based approach 63
Time-history analysis of unreinforced masonry walls in out-of-plane bending: Influence of diaphragm flexibility 63
Modellazione della risposta taglio-flessione in campo non lineare di elementi in c.a. 62
Equivalent Viscous Damping for the Displacement-Based Seismic Assessment of Infilled RC Frames 61
Phase Change Memories in Smart Sensing Solutions for Structural Health Monitoring 61
Influence of earthquake intensity measure on the probabilistic evaluation of RC buildings 60
Calibration of an Equivalent Strut Model for the Nonlinear Seismic Analysis of Infilled RC Frames 60
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 60
Influence of shear in the non-linear analysis of RC members 60
Seismic assessment of an existing RC hospital building: study for the rehabilitation with supplemental fluid-viscous dampers 59
A direct method for the design of viscous dampers to be inserted in existing buildings 59
Estimation of maximum damper forces in shear-type buildings subjected to seismic input 59
Evaluation of conventional and advanced pushover procedures for regular and irregular RC frames 58
Vibration-based structural damage detection using a decentralized network with limited sensors 58
Totale 8.380
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Categoria #
all - tutte 29.441
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 29.441
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.275 555 100 56 137 124 166 191 268 256 159 114 149
2020/20211.916 364 79 65 79 43 91 58 116 209 147 110 555
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
2024/202554 54 0 0 0 0 0 0 0 0 0 0 0
Totale 11.106