Research on Seismic Applicability of Bridge Structures

Yehan Cai

doi:10.47297/taposatWSP2633-456922.20250603

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Research on Seismic Applicability of Bridge Structures

6卷第3期

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Research on Seismic Applicability of Bridge Structures
Research on Seismic Applicability of Bridge Structures
Fuzhou University of International Studies and Trade, Fuzhou, Fujian, 350202
2025年6卷第3期页码：116-119
纸质出版日期：2025-03-25
DOI：10.47297/taposatWSP2633-456922.20250603
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(2025). Research on Seismic Applicability of Bridge Structures. 科技理论与实践（英文版）, 6(3), 116-119.

Cai Yehan.Research on Seismic Applicability of Bridge Structures[J].Theory and Practice of Science and Technology,2025,06(03):116-119.
(2025). Research on Seismic Applicability of Bridge Structures. 科技理论与实践（英文版）, 6(3), 116-119. DOI： 10.47297/taposatWSP2633-456922.20250603.

Cai Yehan.Research on Seismic Applicability of Bridge Structures[J].Theory and Practice of Science and Technology,2025,06(03):116-119. DOI： 10.47297/taposatWSP2633-456922.20250603.

摘要

Abstract

This paper systematically discusses the seismic performance and applicability of bridge structures under different seismic environments

aiming to provide theoretical basis and practical guidance for the seismic design of bridges. By reviewing the research results of scholars on eight types of typical bridges

such as double-column self-resetting bridges

beam-arch collaborative system bridges

and steel-tube concrete bridges

and combining the methods of finite element modeling

dynamic time-travel analysis

and scaled-down test

the mechanical response and optimization paths of the different structural forms under seismic effects are revealed. The study shows that the optimization of prestressing and aspect ratio of double-column self-restoring bridges can improve the seismic performance in high intensity zones; the beam-arch collaborative system bridges have both stiffness and durability under complex geological conditions; and the steel-pipe concrete structure significantly enhances the ductility and energy-consuming capacity of low piers and columns in steep-slope terrains. In addition

the study points out that there are limitations in the current seismic evaluation

such as oversimplification of models and single input of ground shaking

and proposes future research directions

such as refined modeling and multi-hazard coupled analysis.

关键词

Keywords

references

Zheng Jiguang, Liu Guoqing, Gao Huixing, et al. Study on transverse seismic performance of double-column self-reclining bridge structure[J]. Journal of Jilin University of Architecture,2024,41(02):50-57.

NINGBO LI, ZIYAN LIANG, CHENGYAN RUAN, et al. Seismic performance analysis of bridge structures with beam-arch collaborative system Research[J]. Construction Technology Development,2024,51(01):129-131.

WANG Kunlin, FU Wangwang, XI Lifei, et al. Seismic performance analysis of multi-span continuous beam arch combination system bridge[J]. Highway Traffic Technology,2024,40(05):47-54.DOI:10.13607/j.cnki.gljt.2024.05.007.

Yanshin Wang. Seismic performance analysis of RC double-deck row pier bridge under near-fault vertical earthquake[D]. Disaster Prevention Science and Technology Institute,2023.DOI:10.27899/d.cnki.gfzkj.2023.000015.

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ZHAI Yuchen, LI Rui, LI Xiaozhang, et al. Application of steel pipe concrete in the seismic design of short columns for bridges on steep slope terrain[J]. Engineering Seismic and Reinforcement Retrofitting,2024,46(03):86-94.DOI:10.16226/j.issn.1002-8412.2024.03.011.

Xie Xingyu,Li Rui,Li Xiaozhang,et al. Seismic response analysis and optimization design of extra-wide bridges with high and low piers[J/OL]. Highway Engineering,1-9[2025-01-21].http://kns.cnki.net/kcms/detail/43.1481.U.20241206.1144.010.html.

K.L. Liang,Y.J. Chen. Dynamic characteristics and seismic analysis of inclined single-arch rib sub-bearing arch bridge[J]. Sichuan Construction,2024,44(06):134-137+141.

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