2002
DOI: 10.1006/jsvi.2002.5141
|View full text |Cite
|
Sign up to set email alerts
|

Dynamic Behaviour of a Single-Span Beam Subjected to Loads Moving With Variable Speeds

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

2
38
0
3

Year Published

2006
2006
2024
2024

Publication Types

Select...
5
3
2

Relationship

0
10

Authors

Journals

citations
Cited by 91 publications
(43 citation statements)
references
References 15 publications
2
38
0
3
Order By: Relevance
“…If all the damping in the elastic body is viscous damping, the damping of the beam has very little influence on the vibration of the structure [21]; the damping ratio is usually 0.1%-0.7%.…”
Section: Description Of Vibrationmentioning
confidence: 99%
“…If all the damping in the elastic body is viscous damping, the damping of the beam has very little influence on the vibration of the structure [21]; the damping ratio is usually 0.1%-0.7%.…”
Section: Description Of Vibrationmentioning
confidence: 99%
“…This phenomenon is more pronounced the The results shown here have been based on a moving point force theoretical model. Some authors (Michaltsos, 2002) suggest that two axles/forces have more significant and important impact on the variation of displacement and strain due to varying speed. Hence, the investigation of the effect of more complex forms of loading, including heavy highspeed trains that could lead to significant strain rates, needs to receive attention.…”
Section: Discussionmentioning
confidence: 99%
“…The effects of moving loads on the dynamics of the structures have been widely studied in literature, for example, (Dehestani et al, 2009;Lee, 1996;Michaltsos, 2002;Niaz and Nikkhoo, 2015;Omolofe and Oni, 2015;Wang, 2009) have investigated the subject. For the application to the bridge engineering (Michaltsos et al, 1996) have studied the effect of accelerating vehicles on the bridge beams, considering highway bridges and high speed rail road construction.…”
Section: Introductionmentioning
confidence: 99%