Modal characteristics analysis and vibration control of long-span cable-stayed-suspension hybrid bridge based on strain energy method

Zheng, Haoxiang; Qin, Jingxi; Zhang, Mingjin; Yuan, Renan; Li, Yongle; Zhou, Zelin

doi:10.1016/j.istruc.2024.106522

Cited by 4 publications

(1 citation statement)

References 35 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…In the transition section of an HCSS bridge, while the load-bearing status of the girder is of paramount concern, the stay cables and hangers, as principal force-bearing components, also warrant significant attention. Extensive prior research [20,34,35] has demonstrated that the arrangement and mechanical properties of the cables are crucial to the transition section. Consequently, three key parameters (the number of cross cables, the cross-sectional area of the outermost cables and the distance between the outermost hanger and the adjacent hanger) become the focal points of investigation in this section.…”

Section: Influence Of Structural Parameters On Mechanical Performance...mentioning

confidence: 99%

Mechanical Performance Analysis and Parametric Study of the Transition Section of a Hybrid Cable-Stayed Suspension Bridge

Jia,

Xu,

Luo

et al. 2024

Buildings

View full text Add to dashboard Cite

Hybrid cable-stayed suspension (HCSS) bridges enjoy broad application prospects due to their excellent stability and economic benefits. The mechanical response of the transition section between the two subsystems of this novel bridge type is a common concern in the design and use stages. This paper took the design scheme of an HCSS bridge with a main span of 1440 m as the research object. A global finite element model (FEM) of the example bridge and local finite element models of the transition section were established, and the mechanical performance of the subsystem and components of the transition section was investigated. Moreover, parametric studies were conducted to investigate the influences of varies structural parameters on the mechanical performance of the transition sections of HCSS bridges. The results show that the mechanical behavior suddenly changes significantly at the transition between the cable-stayed section and the suspension section. Performance mutations in the transition section of a HCSS bridge can be improved by changing structural parameters, such as the transition section length, the number of cross cables, the area of the outermost cables, and the distance between the outermost cables and adjacent cables. The present findings may provide a reference for the better understandings and design of HCSS bridges.

show abstract

Section: Influence Of Structural Parameters On Mechanical Performance...mentioning

confidence: 99%

Mechanical Performance Analysis and Parametric Study of the Transition Section of a Hybrid Cable-Stayed Suspension Bridge

Jia,

Xu,

Luo

et al. 2024

Buildings

View full text Add to dashboard Cite

show abstract

Modal analysis of natural dynamic frequency for a double deck cable-stayed steel bridge by using finite element method

Kumar,

Nallasivam

2024

Discov Civ Eng

View full text Add to dashboard Cite

Rapid design method for composite emergency steel piers with thin-walled steel tube framework and discussion on "temporary-permanent" transition

Liu,

Chen,

Zhi

2024

Structures

View full text Add to dashboard Cite

Modal characteristics analysis and vibration control of long-span cable-stayed-suspension hybrid bridge based on strain energy method

Cited by 4 publications

References 35 publications

Mechanical Performance Analysis and Parametric Study of the Transition Section of a Hybrid Cable-Stayed Suspension Bridge

Mechanical Performance Analysis and Parametric Study of the Transition Section of a Hybrid Cable-Stayed Suspension Bridge

Modal analysis of natural dynamic frequency for a double deck cable-stayed steel bridge by using finite element method

Rapid design method for composite emergency steel piers with thin-walled steel tube framework and discussion on "temporary-permanent" transition

Contact Info

Product

Resources

About