Exact dynamic analysis of multi-segment cable systems. (1st January 2021)
- Record Type:
- Journal Article
- Title:
- Exact dynamic analysis of multi-segment cable systems. (1st January 2021)
- Main Title:
- Exact dynamic analysis of multi-segment cable systems
- Authors:
- Fei, Han
Zichen, Deng
Danhui, Dan - Abstract:
- Highlights: An exact method for dynamic analysis of multi-segment cable systems is proposed. Consider multiple effects such as flexural stiffness, sag, and elastic supports simultaneously. The closed-formed frequency equation of the system is obtained. The accuracy of the method has been verified by the full scaled real cable test. Abstract: Cable-supported structure is a common system widely used in engineering, with the rapid development of the infrastructure and transportation industry, its structural form has become more and more complicated. Multi-segment cable system, which consists of a suspension cable and several lateral supports, such as the cable-damper system, the main cable of a suspension bridge, etc., is one of the important cable support systems. Due to the low structural rigidity and damping, its dynamic problems have always been the focus of engineering. To obtain a more general conclusion, a unified dynamic model considering the effect of cable sag, additional cable force, flexural stiffness, and the support stiffness of lateral components are considered in this paper for the first time. However, the exact analysis of this model is difficult, in view of this, the dynamic stiffness method is employed in this paper to investigate the dynamic characteristic of the multi-segment cable system. The accuracy of the proposed method is verified by comparing with finite element solutions and experimental results. Results show that the position of lateral supportsHighlights: An exact method for dynamic analysis of multi-segment cable systems is proposed. Consider multiple effects such as flexural stiffness, sag, and elastic supports simultaneously. The closed-formed frequency equation of the system is obtained. The accuracy of the method has been verified by the full scaled real cable test. Abstract: Cable-supported structure is a common system widely used in engineering, with the rapid development of the infrastructure and transportation industry, its structural form has become more and more complicated. Multi-segment cable system, which consists of a suspension cable and several lateral supports, such as the cable-damper system, the main cable of a suspension bridge, etc., is one of the important cable support systems. Due to the low structural rigidity and damping, its dynamic problems have always been the focus of engineering. To obtain a more general conclusion, a unified dynamic model considering the effect of cable sag, additional cable force, flexural stiffness, and the support stiffness of lateral components are considered in this paper for the first time. However, the exact analysis of this model is difficult, in view of this, the dynamic stiffness method is employed in this paper to investigate the dynamic characteristic of the multi-segment cable system. The accuracy of the proposed method is verified by comparing with finite element solutions and experimental results. Results show that the position of lateral supports has a strong coupling effect and influence the lower-order mode more significantly than higher-order modes, and the maximum frequency value can be reached by installing the supports equidistantly. … (more)
- Is Part Of:
- Mechanical systems and signal processing. Volume 146(2021)
- Journal:
- Mechanical systems and signal processing
- Issue:
- Volume 146(2021)
- Issue Display:
- Volume 146, Issue 2021 (2021)
- Year:
- 2021
- Volume:
- 146
- Issue:
- 2021
- Issue Sort Value:
- 2021-0146-2021-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-01-01
- Subjects:
- Cable dynamics -- Complex cable system -- Dynamic stiffness method -- Closed-form solution -- Additional cable force
Structural dynamics -- Periodicals
Vibration -- Periodicals
Constructions -- Dynamique -- Périodiques
Vibration -- Périodiques
Structural dynamics
Vibration
Periodicals
621 - Journal URLs:
- http://www.sciencedirect.com/science/journal/08883270 ↗
http://firstsearch.oclc.org ↗
http://firstsearch.oclc.org/journal=0888-3270;screen=info;ECOIP ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.ymssp.2020.107053 ↗
- Languages:
- English
- ISSNs:
- 0888-3270
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 5419.760000
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