Analysis of Dynamic Behavior of Railway Bridge with Concrete Track
| Autor: | Rak-Ki Min, Yong-Gul Park, Deok-Yong Sung |
|---|---|
| Rok vydání: | 2012 |
| Předmět: |
Engineering
business.industry Strategy and Management Numerical analysis Geography Planning and Development Life time Energy Engineering and Power Technology Stiffness Transportation Structural engineering Track (rail transport) Bridge (nautical) Modal Automotive Engineering medicine medicine.symptom business Civil and Structural Engineering Neutral axis |
| Zdroj: | Journal of the Korean society for railway. 15:147-153 |
| ISSN: | 1738-6225 |
| Popis: | Precise estimation f a structure`s dynamic characteristics is indispensable for ensuring stable dynamic response during life time especially for the structures which can experience resonance such as railway bridges. Especially, concrete track can change the modal properties of the railway bridge, through the contribution of stiffness as well as mass effects, generally only the mass effect is considered in dynamic analysis of the railway bridge. In this paper, static and dynamic behaviors of railway bridge with concrete track were investigated through experimental study. Also, numerical analysis was performed about considering only mass of concrete track and together with stiffness and mass of concrete track. These were compared with experiment value. Numerical analysis value considering together with stiffness and mass of concrete track was similar experiment value. Therefore, when dynamic analysis of railway bridge with concrete track is performed, the contribution of stiffness as well as mass effects for concrete track is considered. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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