This paper investigates the inertial effects of the passage of a moving oscillator over a single span simply supported damaged Euler Bernoulli beam for a range of speeds of the moving oscillator and a range of damage conditions. It is observed that the variation of critical speeds due to damage forms a distribution only in the high speed range and such variation is masked by inertial effects of the moving oscillator in the comparatively lower speed range. The damage is modeled as an open crack and a rotational spring analogy is followed whereby it is assumed that the effect of the crack is local on the beam. The moving oscillator is modeled as a two degree of freedom system, where each degree of freedom is characterized by a mass and a spri...
In this work, the modeling and calculations referring to the deflection of special artworks are pres...
This is the author accepted manuscript. The final version is available from Routledge via the DOI in...
The dynamic behavior of single span simply supported bridge of different length during vehicular loa...
This paper investigates the inertial effects of the passage of a moving oscillator over a single spa...
This paper investigates the variation of critical vehicle speeds arising from damaged beam – moving ...
AbstractThe present research article analyzes the response of a single cracked cantilever beam subje...
In recent years there have been a growing number of publications on procedures for damage detection ...
The effects of vehicle speed for Structural Health Monitoring (SHM) of bridges under operational con...
This paper considers the effects of a tuned mass damper (TMD) on damaged bridge-accelerating quarter...
DAMAS 2019: 13th International Conference on Damage Assessment of Structures, Porto, Portugal, 9-10 ...
© 2017 Elsevier Ltd An innovative approach to identify local anomalies in a structural beam bridge w...
The Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), Sappo...
Vibration-based Structural Health Monitoring (SHM) is an area of ongoing research and has received m...
It is critical for the safety monitoring of highway bridges that beam bridge damage can be identifie...
Previous work by the authors have shown that the acceleration response of a damaged beam subject to ...
In this work, the modeling and calculations referring to the deflection of special artworks are pres...
This is the author accepted manuscript. The final version is available from Routledge via the DOI in...
The dynamic behavior of single span simply supported bridge of different length during vehicular loa...
This paper investigates the inertial effects of the passage of a moving oscillator over a single spa...
This paper investigates the variation of critical vehicle speeds arising from damaged beam – moving ...
AbstractThe present research article analyzes the response of a single cracked cantilever beam subje...
In recent years there have been a growing number of publications on procedures for damage detection ...
The effects of vehicle speed for Structural Health Monitoring (SHM) of bridges under operational con...
This paper considers the effects of a tuned mass damper (TMD) on damaged bridge-accelerating quarter...
DAMAS 2019: 13th International Conference on Damage Assessment of Structures, Porto, Portugal, 9-10 ...
© 2017 Elsevier Ltd An innovative approach to identify local anomalies in a structural beam bridge w...
The Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), Sappo...
Vibration-based Structural Health Monitoring (SHM) is an area of ongoing research and has received m...
It is critical for the safety monitoring of highway bridges that beam bridge damage can be identifie...
Previous work by the authors have shown that the acceleration response of a damaged beam subject to ...
In this work, the modeling and calculations referring to the deflection of special artworks are pres...
This is the author accepted manuscript. The final version is available from Routledge via the DOI in...
The dynamic behavior of single span simply supported bridge of different length during vehicular loa...