Julian Mauricio Londoño Monsalve

Dr. Julian Mauricio Londoño Monsalve

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Research Focus & Metrics

Academic Career Length

26Years (2001-Present)

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

Representative Publications

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1 July 2015 in Journal of Sound and Vibration
Verified
Journal Article
Open access
JMJulian Mauricio Londoño Monsalve
Julian Mauricio Londoño Monsalve
SNSimon A. Neild
Simon A. Neild
JCJonathan Cooper
Jonathan Cooper
Backbone curves can offer valuable insight into the behaviour of nonlinear systems along with significant information about any coupling between the underlying linear modes in their response. This paper presents a technique for the extraction of backbone curves of lightly damped nonlinear systems that is well suited for the experimental investigation of structures exhibiting nonlinear behaviour. The approach is based on estimations of the instantaneous frequency and the envelope amplitude of a decaying response following a tuned steady-state oscillation of the system. Results obtained from simulations and experiments demonstrate that the proposed procedure is capable of achieving an accurate estimation of the backbone curves and damping ratios of the system provided that the premise of damping having low impact on its oscillation frequency is met

1 September 2018 in Computers & Structures
Verified
Journal Article
Closed access
Daniele LosannoDaniele Losanno
Daniele Losanno
JMJulian Mauricio Londoño Monsalve
Julian Mauricio Londoño Monsalve
SZS. Zinno
S. Zinno
GSG. Serino
G. Serino

1 February 2017 in Mechanical Systems and Signal Processing
Verified
Journal Article
Open access
JMJulian Mauricio Londoño Monsalve
Julian Mauricio Londoño Monsalve
JCJonathan E. Cooper
Jonathan E. Cooper
SNSimon A. Neild
Simon A. Neild

1 October 2001 in Soil Dynamics and Earthquake Engineering
Verified
Journal Article
Closed access
JHJ.E. Hurtado
J.E. Hurtado
JMJulian Mauricio Londoño Monsalve
Julian Mauricio Londoño Monsalve
MMM.A. Meza
M.A. Meza

1 February 2015 in Engineering Structures
Verified
Journal Article
Open access
JMJulian Mauricio Londoño Monsalve
Julian Mauricio Londoño Monsalve
SNSimon A. Neild
Simon A. Neild
DWDavid J. Wagg
David J. Wagg
Fluid dampers are an important tool for dissipating unwanted vibrations in a range of engineering structures. This paper examines the effects of amplifying the displacements transferred to a non-linear damper, to increase the effectiveness of the damper in a range of situations commonly encountered in civil engineering structures. These include, (i) the ability to “fine tune” the required damping for a particular size damper, (ii) the ability to have a set of the same size dampers, but with different amplification factors to achieve a specific damping task, and (iii) to increase the sensitivity of the damper to small movements which effectively extends the range over which the damper works. Through numerical simulations and experimental tests conducted on a non-linear damper, we quantify the potential advantages of adding an amplification factor and the range of parameters where the benefit to this device is significant. The example of a two-storey structure is used as a test case and real-time dynamic substructuring tests are used to assess the complete system performance using a range of different amplification factors. The results show that the structural performance is most improved for frequencies close to resonance and that the amplification factor has an effective limit that for the case considered in this study is of approximately 3. The effects of the mechanism compliance are also assessed

1 September 2024 in Journal of Sound and Vibration
Verified
Journal Article
Open access
RBRaja Sekhar Battu
Raja Sekhar Battu
KAKonstantinos Agathos
Konstantinos Agathos
JMJulian Mauricio Londoño Monsalve
Julian Mauricio Londoño Monsalve
KWKeith Worden
Keith Worden
EPEvangelos Papatheou
Evangelos Papatheou