Smart Structures and Systems

  • 제28권1호
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  • Pages.13-28
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  • 2021
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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Critical coupling span number in high-speed railway simply supported beam bridge

  • Zhang, Yuntai (School of Civil Engineering, Central South University) ;
  • Jiang, Lizhong (School of Civil Engineering, Central South University) ;
  • Zhou, Wangbao (School of Civil Engineering, Central South University) ;
  • Feng, Yulin (School of Civil Engineering, Central South University) ;
  • Liu, Xiang (School of Civil Engineering, Central South University) ;
  • Lai, Zhipeng (School of Civil Engineering, Central South University)
  • 투고 : 2019.12.23
  • 심사 : 2021.03.24
  • 발행 : 2021.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

In long-distance railways, some particular spans of high-speed railway simply supported beam bridges (HSRSBs) are commonly selected as the target structure. The target structure is the part of interest for the study and intended to be analyzed. Due to longitudinal constraints of the track system, the target structure is tightly coupled with other spans within certain range, and is affected by the coupled spans under longitudinal earthquake condition. A massive amount of time-consuming computation is required to determine the coupling span number using current finite element models. In an effort to overcome this challenge, an equivalent method for the longitudinal constraints of the track system is proposed, which greatly reduces the complexity of finite element model while retaining calculation precision. The coupling span number was determined by seismic analyses of a large number of cases using equivalent finite element models. Moreover, the influence of pier height and bottom pier stiffness on coupling span number was studied. Based on the relationship between the equivalent boundary sensitivity critical point and coupling span number, a method to quickly obtain coupling span number of the target structure in arbitrary HSRSB was constructed.

키워드

과제정보

The research described in this paper was financially supported by the National Natural Science Foundation of China (Grant Number U1934207 and 51778630) and the Innovation-driven Plan in Central South University (2020zzts159).

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피인용 문헌

  1. An Efficient Model for Train-Track-Bridge-Coupled System under Seismic Excitation vol.2021, 2021, https://doi.org/10.1155/2021/9924507