Seismic Fragility Assessment of Tunnel Lining within a Slope-Fault-Tunnel System

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Seismic Fragility Assessment of Tunnel Lining within a Slope-Fault-Tunnel System

更新时间：2026-01-23

- Seismic Fragility Assessment of Tunnel Lining within a Slope-Fault-Tunnel System
- “Under complex terrain and geological conditions, experts have constructed a three-dimensional finite element model and proposed a seismic vulnerability analysis framework for tunnel lining, providing a solution for tunnel seismic vulnerability analysis.”
- Advanced Engineering Sciences Pages: 1-15(2026)
- 作者机构：
  
  1.成都理工大学环境与土木工程学院，四川成都 610059
  2.西南交通大学土木工程学院，四川成都 610031
  3.成都理工大学机电工程学院，四川成都 610059
- 作者简介：
- 基金信息：
- DOI：10.12454/j.jsuese.202500436
  CLC： U 45
- Published Online：23 January 2026，
- 稿件说明：
移动端阅览
张良,唐玉,张凯文等."边坡—断裂带—隧道"体系衬砌结构地震易损性分析[J].工程科学与技术,

ZHANG Liang,TANG Yu,ZHANG Kaiwen,et al.Seismic Fragility Assessment of Tunnel Lining within a Slope-Fault-Tunnel System[J].Advanced Engineering Sciences,
张良,唐玉,张凯文等."边坡—断裂带—隧道"体系衬砌结构地震易损性分析[J].工程科学与技术, DOI：10.12454/j.jsuese.202500436.

ZHANG Liang,TANG Yu,ZHANG Kaiwen,et al.Seismic Fragility Assessment of Tunnel Lining within a Slope-Fault-Tunnel System[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202500436.XXXX,XX(XX):1‒15.

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