EXPERIMENTAL STUDY OF REINFORCED CONCRETE BRIDGE PIERS SUBJECTED TO BI-DIRECTIONAL QUASI-STATIC LOADING

著录项

• 来源
  《Structural engineering earthquake engineering》 |2004年第1期|p.11s-26s|共16页
• 作者

  Kazuhiro TSUNO; Robert PARK;

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• 作者单位

  First Construction Department, Kanagawa Construction Bureau, Metropolitan Expressway Public Corp. (1-2-4 Shinkoyasu, Kanagawa-ku, Yokohama, Kanagawa 221-0013, Japan);

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• 收录信息
• 原文格式 PDF
• 正文语种 eng
• 中图分类 建筑施工;
• 关键词

  bi-directional cyclic loading; RC column members; plastic hinge zone length; energy dissipation;

  机译：双向循环荷载;RC柱构件;塑性铰区长度;能量耗散;