SAMPLE FOR JAPANESE MANUSCRIPT FOR JOURNALS OF JSCE

DOI 3 References
  • KOSA Kenji
    九州工業大学 工学部建設社会工学科
  • TASAKI Kenji
    大日本コンサルタント（株） 構造事業部
  • KATO Keisuke
    九州工業大学大学院 工学研究科建設社会工学専攻
  • SHOJI Gaku
    筑波大学 大学院システム情報工学研究科

Bibliographic Information

Other Title
  • ＰＣ斜張橋の地震被害分析と耐震性の評価

Abstract

Detailed seismic damage analysis was conducted on a PC cable-stayed bridge damaged in the 1999 Chi-Chi Earthquake in Taiwan, using field measurement results and detailed drawings obtained from the administrator of the bridge. Through nonlinear dynamic analysis, it was found that the cause of damage to the bottom of the RC main pylon was the vibration on the high level mode. Also, it was found from the parametric study of ground motions that the earthquake response of PC cable-stayed bridges tends to become large if an earthquake dominating in a long-period component occurs.

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Details 詳細情報について

  • CRID
    1390001205255163648
  • NII Article ID
    130004467177
  • DOI
    10.2208/jsceja.65.81
  • ISSN
    18806023
  • Text Lang
    ja
  • Data Source
    • JaLC
    • Crossref
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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