Transient Response Analysis of Cable–beam Structural System Under Moving Load
To verify the applicability of wave theory in studying the free vibration characteristics and impact response of the cable–beam structure, and to preliminarily explore the behaviors of elastic wave propagation through the structure under moving load, the dynamic response function was derived from th...
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| Principais autores: | , , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Editorial Department of Journal of Sichuan University (Engineering Science Edition)
2022-05-01
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| Serier: | 工程科学与技术 |
| Fag: | |
| Online adgang: | http://jsuese.scu.edu.cn/thesisDetails#10.15961/j.jsuese.202100194 |
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