• 研究課題をさがす
  • 研究者をさがす
  • KAKENの使い方
  1. 前のページに戻る

Enhancing Seismic Resilience of Bridges by Using Novel Shape Memory Alloy (SMA) Devices Combined with Conventional Damping Mechanisms

研究課題

研究課題/領域番号 20K14811
研究種目

若手研究

配分区分基金
審査区分 小区分22020:構造工学および地震工学関連
研究機関名古屋工業大学

研究代表者

項 乃亮  名古屋工業大学, 工学(系)研究科(研究院), 助教 (10839765)

研究期間 (年度) 2020-04-01 – 2023-03-31
研究課題ステータス 交付 (2020年度)
配分額 *注記
3,900千円 (直接経費: 3,000千円、間接経費: 900千円)
2022年度: 1,170千円 (直接経費: 900千円、間接経費: 270千円)
2021年度: 1,300千円 (直接経費: 1,000千円、間接経費: 300千円)
2020年度: 1,430千円 (直接経費: 1,100千円、間接経費: 330千円)
キーワードConventional dissipation / Residual deformation / Self-centering / Seismic resilience / Bridge structures / Bridge Infrastructure / Shape Memory Alloys / Conventional Damping / Seismic Devices / Seismic Resilience
研究開始時の研究の概要

This study aims to develop novel SMA devices for enhancing bridge seismic resilience. Conventional damping mechanisms are combined to balance energy dissipation and self-centering of SMAs. New performance indicators, device-level design optimization, and system-level design methods are established.

研究実績の概要

As the first stage of this research project, the seismic performance of conventional energy dissipation components in bridges was evaluated, including yielding steel dampers, friction dampers, and viscous dampers and sliding elastomeric bearings. The deficiencies of such dissipative components in terms of residual displacement/deformation were identified. The results indicate that conventional dissipative members are effective in dissipating seismic energy by displaying wide hysteresis, but result in excessive residual displacements that are unfavorable to post-earthquake performance of bridges. Therefore, the incorporation of SMAs as critical self-centering members to conventional dissipative members is essential to improve the seismic resilience of bridges.

現在までの達成度 (区分)
現在までの達成度 (区分)

3: やや遅れている

理由

In the first year of the this research, in addtion to evaluating the seismic performance of the conventional energy dissipation mechanisms, the possbile combination types between conventional dissipators and SMAs should have been tried and assessed. More academic papers should have been published.

今後の研究の推進方策

In the next research year, more related works will be done. First, try to combine SMAs and conventional dissipation mechanisms in various ways and find the optimzed one from them. Second, propose novel bridge systems with balanced energy dissipation and self-centering capacities. Third, perform quasi-static tests to evaluate the behavior of the combined components. These research outcomes will be presented in several journal papers and conference proceedings.

報告書

(1件)
  • 2020 実施状況報告書
  • 研究成果

    (2件)

すべて 2021 2020

すべて 雑誌論文 (1件) (うち国際共著 1件、 査読あり 1件、 オープンアクセス 1件) 学会発表 (1件)

  • [雑誌論文] Effect of bonding or unbonding on seismic behavior of bridge elastomeric bearings: lessons learned from past earthquakes in China and Japan and inspirations for future design2021

    • 著者名/発表者名
      Xiang Nailiang、Goto Yoshiaki、Alam M. Shahria、Li Jianzhong
    • 雑誌名

      Advances in Bridge Engineering

      巻: 2 号: 1 ページ: 1-17

    • DOI

      10.1186/s43251-021-00036-9

    • 関連する報告書
      2020 実施状況報告書
    • 査読あり / オープンアクセス / 国際共著
  • [学会発表] Seismic Damage Analysis of A Large-Scale Cable-Stayed Steel Bridge Using Precise Shell Models and Supercomputing2020

    • 著者名/発表者名
      Xiang, Nailiang
    • 学会等名
      Japan Society of Civil Engineers 2020 Annual Meeting
    • 関連する報告書
      2020 実施状況報告書

URL: 

公開日: 2020-04-28   更新日: 2021-12-27  

サービス概要 検索マニュアル よくある質問 お知らせ 利用規程 科研費による研究の帰属

Powered by NII kakenhi