Analysis of Surface Settlement Induced by Shield Tunnelling: Grey Relational Analysis and Numerical Simulation Study on Critical Construction Parameters

Luo, Minhe; Wang, Ding; Wang, Xuchun; Lu, Zelin

doi:10.3390/su151914315

Cited by 1 publication

(1 citation statement)

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“…In terms of convergence speed in simulation calculations, multi-modal motion prediction models for vehicles, and solving numerical models with disturbance suppression, ML and AI have significant advantages [40][41][42]. The numerical simulations or AI methods will also have more applications in the field of geotechnical engineering, such as construction process monitoring, multi-physical field coupling, and reliability analysis, which can effectively promote the development of geotechnical engineering [43][44][45]. For example, Shen et al [46] proposed a new time series clustering algorithm for long-term settlement analysis of shield tunnels, which alleviates the limitations of low efficiency in long-term settlement analysis.…”

Section: Introductionmentioning

confidence: 99%

Static and Dynamic Performance Analysis of Cable-Stayed Bridges with Cables Damaged Fire

Zheng,

Jian,

Liu

et al. 2024

Buildings

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Cable-stayed bridges have been widely used in large-span bridge engineering because of their large span capacity and novel structure. The frequent traffic of vehicles transporting flammable and explosive materials has increased the incidence of bridge fires. After being burned, the cable-stayed bridge will suffer from varying degrees of damage, which affects its performance. Therefore, mechanical analysis and evaluation of the fire-damaged cable-stayed bridge are necessary. Due to the development of technology, the structural analysis of cable-stayed bridges has gradually shifted from experimental methods to numerical simulation or artificial intelligence methods, and from local performance research to holistic research. In this paper, a fire accident in the Sifangtai Bridge in Harbin, China, is taken as a case study. Finite element software and damage theory calculation methods were used, and the static and dynamic performances of the bridge under the condition of cable fire damage were analyzed. The results show that the variation of cable force during the movement of vehicle load along the bridge is relatively small, within the range of 7% to 12%. The fusing of the upper cables of the bridge tower has the greatest impact on the deflection of the beam, while the fusing of lower cables has the same impact on the deflection of the entire bridge as the undamaged state. Near the fused cables, cable forces change significantly, increasing by over 20%. As the degree of damage increases, the increase in deflection of the beam becomes more pronounced. The impact of different degrees of cable damage on the dynamic performance of cable-stayed bridges is reflected in quantitative changes. As the degree of cable damage and the amount of fusing increase, the change in structural frequency becomes more pronounced. This paper not only provides technical support and a theoretical basis for the performance analysis of cable-stayed bridges damaged by fire, but it also improves the research content of combining static and dynamic performance, which provides important reference values for similar research in the future.

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