Antolín Lorenzana Iban

Dr. Antolín Lorenzana Iban

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Research Focus & Metrics

Academic Career Length

29Years (1998-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2016 in Construction and Building Materials
Verified
Journal Article
Closed access
JRJosé Luis Ruiz-Herrero
José Luis Ruiz-Herrero
DNDaniel Velasco Nieto
Daniel Velasco Nieto
ALAlberto López-Gil
Alberto López-Gil
AAAngel Arranz
Angel Arranz
AFAlfonso Fernández
Alfonso Fernández
Miguel Angel Rodríguez-PérezMiguel Angel Rodríguez-Pérez
Miguel Angel Rodríguez-Pérez

30 June 2011 in Structural Control and Health Monitoring
Verified
Journal Article
Closed access
PDF file
CCCarlos M. Casado
Carlos M. Casado
IDIván M. Díaz
Iván M. Díaz
JSJesús de Sebastián
Jesús de Sebastián
APAlfonso V. Poncela
Alfonso V. Poncela
AIAntolín Lorenzana Iban
Antolín Lorenzana Iban
The current trend toward lighter and slender pedestrian structures, with new aesthetic requirements and high-performance materials, has resulted in structures with increased susceptibility to vibration. Notable vibrations under human-induced excitations might appear, and the vibration serviceability requirements might not be accomplished. The Valladolid Science Museum Footbridge (Spain) is an example of a lively structure that might achieve excessive vertical acceleration under walking or running excitation. The control of excessive footbridge vibrations via passive and active devices is dealt with in this work. More specifically, this paper is concerned with the design and experimental implementation of a passive tuned mass damper (TMD) and an active mass damper (AMD) to mitigate human-induced vibrations on this in-service footbridge. The TMD, with a mass ratio of 1%, is designed by a numerical method based on H∞ controllers. The AMD consists of a proof-mass actuator, with a mass ratio of approximately 0.2%, controlled by a strategy based on acceleration feedback with a phase-lag network. The performance of both devices has been assessed. Copyright © 2011 John Wiley & Sons, Ltd.

1 April 2017 in Journal of Sound and Vibration
Verified
Journal Article
Closed access
SSS. Salcedo-Sanz
S. Salcedo-Sanz
CCC. Camacho-Gómez
C. Camacho-Gómez
AMAlvaro Magdaleno
Alvaro Magdaleno
Emiliano Pereira GonzálezEmiliano Pereira González
Emiliano Pereira González
AIAntolín Lorenzana Iban
Antolín Lorenzana Iban


19 January 2021 in Sensors
Verified
Journal Article
Open access
PDF file
JVJuan José Villacorta
Juan José Villacorta
LVLara Del Val
Lara Del Val
RMRoberto Diego Martínez
Roberto Diego Martínez
JBJose-Antonio Balmori
Jose-Antonio Balmori
AMAlvaro Magdaleno
Alvaro Magdaleno
Luis-Alfonso BasterraLuis-Alfonso Basterra
Luis-Alfonso Basterra
This paper presents the design, development and testing of a low-cost Structural Health Monitoring (SHM) system based on MEMS (Micro Electro-Mechanical Systems) triaxial accelerometers. A new control system composed by a myRIO platform, managed by specific LabVIEW software, has been developed. The LabVIEW software also computes the frequency response functions for the subsequent modal analysis. The proposed SHM system was validated by comparing the data measured by this set-up with a conventional SHM system based on piezoelectric accelerometers. After carrying out some validation tests, a high correlation can be appreciated in the behavior of both systems, being possible to conclude that the proposed system is sufficiently accurate and sensitive for operative purposes, apart from being significantly more affordable than the traditional one.

1 June 1998 in Engineering Analysis with Boundary Elements
Verified
Journal Article
Closed access
JGJ.A. Garrido
J.A. Garrido
AIAntolín Lorenzana Iban
Antolín Lorenzana Iban