IRIS
POTENZA, Francesco
 Distribuzione geografica
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Continente #
EU - Europa 162
AS - Asia 65
NA - Nord America 28
OC - Oceania 3
AF - Africa 2
Totale 260
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Nazione #
IT - Italia 99
US - Stati Uniti d'America 28
FR - Francia 27
IN - India 22
CN - Cina 17
SE - Svezia 12
GB - Regno Unito 6
ID - Indonesia 5
IE - Irlanda 5
IR - Iran 5
NL - Olanda 5
VN - Vietnam 5
AU - Australia 3
JP - Giappone 3
TR - Turchia 3
CZ - Repubblica Ceca 2
KW - Kuwait 2
PK - Pakistan 2
BE - Belgio 1
DE - Germania 1
DZ - Algeria 1
FI - Finlandia 1
MA - Marocco 1
MY - Malesia 1
PT - Portogallo 1
RU - Federazione Russa 1
UA - Ucraina 1
Totale 260
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Città #
Chieti 75
Stockholm 12
Columbus 10
Patamundai 9
Shanwei 6
Dublin 5
Arezzo 4
Dong Ket 4
Jaipur 4
Kolkata 4
Reggio Calabria 4
Ashburn 3
Beijing 3
Paris 3
Sydney 3
Batam 2
Chengdu 2
Epe 2
Kuwait City 2
Lahore 2
Lanciano 2
Los Angeles 2
Lucknow 2
Orange 2
Rome 2
San Jose 2
San Vito Chietino 2
Tehran 2
Tokyo 2
Yogyakarta 2
Çorum 2
Amsterdam 1
Batna City 1
Bayan Lepas 1
Bengaluru 1
Burton-on-Trent 1
Bến Tre 1
Casablanca 1
Chennai 1
Durham 1
Eindhoven 1
Fargo 1
Francavilla Al Mare 1
Garbana 1
Helsinki 1
Houston 1
Istanbul 1
Ixelles-Elsene 1
Jakarta 1
Karlsruhe 1
Kochi 1
London 1
Messina 1
Milan 1
Montesilvano Marina 1
Phoenix 1
Porto 1
Tsukuba 1
Totale 208
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Nome #
Dynamical models of a suspension bridge driven by vibration data, file e4233f19-2c45-2860-e053-6605fe0a460a 61
A robotics and computer-aided procedure for defect evaluation in bridge inspection, file e4233f19-11ae-2860-e053-6605fe0a460a 47
Ecosmart reinforcement for a masonry polycentric pavilion vault, file e4233f17-ecb3-2860-e053-6605fe0a460a 18
Integrated Process of Images and Acceleration Measurements for Damage Detection, file e4233f17-ef8b-2860-e053-6605fe0a460a 16
Nonlinear dynamics of a parametric analytical model for beam-cable-beam structures, file e4233f17-ee1c-2860-e053-6605fe0a460a 12
An integrated approach to the design of wireless sensor networks for structural health monitoring, file e4233f18-0994-2860-e053-6605fe0a460a 12
Multiple Tests for Dynamic Identification of a Reinforced Concrete Multi-Span Arch Bridge, file 2f9ed49c-6b72-4572-a175-c711ca87388a 8
Data‐driven optimal predictive control of seismic induced vibrations in frame structures, file e4233f19-4dde-2860-e053-6605fe0a460a 8
Design of wireless sensor nodes for structural health monitoring applications, file 80a68a76-5141-4988-97b2-013756216491 7
On protecting and managing slender buildings from risk events via a Multitask Monitoring Network, file e4233f18-001e-2860-e053-6605fe0a460a 5
Linear and nonlinear dynamics of a beam-cable-beam model, file e4233f17-f5b2-2860-e053-6605fe0a460a 4
Serviceability and damage scenario in irregular RC structures: Post-earthquake observations and modeling predictions, file e4233f18-1064-2860-e053-6605fe0a460a 4
Optimal design of visco-elastic devices coupling two simple oscillator under seismic excitation, file e4233f17-f3bb-2860-e053-6605fe0a460a 3
Seismic response prediction of multiple base-isolated structures for monitoring, file e4233f17-f900-2860-e053-6605fe0a460a 3
Damping performance of two simple oscillators coupled by a visco-elastic connection, file e4233f18-0d3b-2860-e053-6605fe0a460a 3
Robotized inspection and health monitoring in the Gran Sasso National Laboratory, file e4233f19-1893-2860-e053-6605fe0a460a 3
Fatigue Damage Identification by a Global-Local Integrated Procedure for Truss-Like Steel Bridges, file 16106968-ef1d-4327-9151-7347f24c5fc4 2
Quaternary geology and paleoseismology in the Fucino and L’Aquila basins, file e4233f17-2b81-2860-e053-6605fe0a460a 2
Effective seismic strengthening and monitoring of a masonry vault by using Glass Fiber Reinforced Cementitious Matrix with embedded Fiber Bragg Grating sensors, file e4233f17-eba7-2860-e053-6605fe0a460a 2
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data, file e4233f17-eba9-2860-e053-6605fe0a460a 2
Long-term structural monitoring of the damaged Basilica S. Maria di Collemaggio through a low-cost wireless sensor network, file e4233f17-ebe5-2860-e053-6605fe0a460a 2
Dynamic testing and health monitoring of historic and modern civil structures in Italy, file e4233f17-ecb1-2860-e053-6605fe0a460a 2
Design criteria for dissipative devices in coupled oscillators under seismic excitation, file e4233f17-eda0-2860-e053-6605fe0a460a 2
Modal interactions in the nonlinear dynamics of a beam–cable–beam, file e4233f17-edaa-2860-e053-6605fe0a460a 2
Dissipative coupling for the seismic enhancement of adjacent structures, file e4233f17-edaf-2860-e053-6605fe0a460a 2
Dynamics of masonry walls connected by a vibrating cable in a historic structure, file e4233f17-f1e1-2860-e053-6605fe0a460a 2
Structural control design and defective systems, file e4233f17-f3ac-2860-e053-6605fe0a460a 2
Modeling a planar point mass sagged cable-suspended manipulator, file e4233f17-fb49-2860-e053-6605fe0a460a 2
Identification of parametric non-physical linear systems to reproduce seismic induced response, file e4233f18-048e-2860-e053-6605fe0a460a 2
Structural performance of the historic and modern buildings of the University of L'Aquila during the seismic events of April 2009, file e4233f18-0d45-2860-e053-6605fe0a460a 2
Seismic protection of frame structures via semi-active control: Modeling and implementation issues, file e4233f18-0d47-2860-e053-6605fe0a460a 2
Analytical prediction and experimental validation for longitudinal control of cable oscillations, file e4233f18-0d49-2860-e053-6605fe0a460a 2
Output-only identification and model updating by dynamic testing in unfavorable conditions of a seismically damaged building, file e4233f18-0fb5-2860-e053-6605fe0a460a 2
Optimal dissipative coupling design of two oscillators based on nonlinear stochastic response, file e4233f17-ef84-2860-e053-6605fe0a460a 1
Slackening effects in 2D exact positioning in cable-driven parallel manipulators, file e4233f17-ef86-2860-e053-6605fe0a460a 1
Time evolution of modal parameters identified using WSN data collected by seismic structural monitoring of a monumental church, file e4233f17-f5b7-2860-e053-6605fe0a460a 1
Inspection and monitoring by enhanced mechatronic solutions in the Gran Sasso National Laboratories, file e4233f17-f8fb-2860-e053-6605fe0a460a 1
A damage identification procedure for steel truss, file e4233f17-f9fe-2860-e053-6605fe0a460a 1
Dynamics and damage in the Quisi steel truss bridge, file e4233f17-fa3f-2860-e053-6605fe0a460a 1
Calibration of a structural health monitoring system for multiple-isolated structures using the dynamic response, file e4233f17-fab3-2860-e053-6605fe0a460a 1
Monitoring and maintenance of customized structures for underground environments: The case of gran sasso national laboratory, file e4233f17-faf2-2860-e053-6605fe0a460a 1
Seismic Retrofitting and Structural Health Monitoring of a Masonry Vault by using GFRP Grids with Embedded FBG Sensors, file e4233f18-00b9-2860-e053-6605fe0a460a 1
New insights in the modal identification of a monumental structure from long-term seismic structural monitoring, file e4233f18-00be-2860-e053-6605fe0a460a 1
Measured properties of structural damping in railway bridges, file e4233f18-8c18-2860-e053-6605fe0a460a 1
Interoperability between BIM and FEM for vibration-based model updating of a pedestrian bridge, file eb9a1e14-60f5-4742-b5f3-b9ce06f2dbcf 1
Totale 260
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Categoria #
all - tutte 848
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 848
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201 0 0 0 0 0 0 1 0 0 0 0 0
2020/202124 0 0 0 1 0 0 0 0 0 18 1 4
2021/202254 0 0 15 17 5 0 0 0 0 12 1 4
2022/202341 0 0 4 0 3 8 9 8 2 1 6 0
2023/2024140 8 4 2 24 8 21 19 7 17 12 18 0
Totale 260