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Modeling the Coupled Cyclic Translational and Rotational Responses of Skew Bridge Abutment Backfills.

机译:斜桥基台回填的耦合循环平移和旋转响应建模。

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摘要

Abutments are bridge-supporting structures at the interface of the bridge deck and the soil embankment. During strong seismic events, longitudinal motion of the bridge causes a collision between the deck and the abutment backwall---which is lightly reinforced and is designed to break---and plastic deformations are induced in the backfill. This mechanism is intended to dissipate energy, and concentrate or limit the seismic damage to the abutments (Caltrans SDC, 2010). Reversals of inertial forces can cause the deck to unseat from the abutment, and thus, sufficient seat length is required. Seat type abutments also feature exterior shear keys that are used to counter possible transverse deck movements. They are proportioned and detailed to act as fuses that will break off under the design earthquake (Kaviani et al., 2014).
机译:桥台是桥面和土堤之间的桥梁支撑结构。在强烈地震事件中,桥梁的纵向运动会导致面板和桥台后壁之间的碰撞-轻度加固并旨在破坏-会在回填中引起塑性变形。这种机制旨在耗散能量,集中或限制地震对基台的破坏(Caltrans SDC,2010)。惯性力的逆转会导致平台从支座上脱离,因此需要足够的座椅长度。座椅型基台还具有外部抗剪键,用于抵消可能的横向甲板移动。它们按比例和详细地充当了在设计地震中会折断的引信(Kaviani等,2014)。

著录项

  • 作者

    Nojoumi, Seyedali.;

  • 作者单位

    University of California, Los Angeles.;

  • 授予单位 University of California, Los Angeles.;
  • 学科 Civil engineering.;Geotechnology.
  • 学位 Ph.D.
  • 年度 2016
  • 页码 114 p.
  • 总页数 114
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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