Effectiveness of superelastic bars for seismic rehabilitation of clay-unit masonry walls

著录项

• 来源
  《Earthquake Engineering & Structural Dynamics》 |2013年第5期|725-741|共17页
• 作者

  Kshitij C. Shrestha; Yoshikazu Araki; Takuya Nagae; Toshihiro Omori; Yuji Sutou; Ryosuke Kainuma; Kiyohito Ishida;

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• 作者单位

  Department ofArchitecture and Architectural Engineering, Kyoto University, Katsura, Nishikyo, Kyoto 615-8540, Japan;

  Department ofArchitecture and Architectural Engineering, Kyoto University, Katsura, Nishikyo, Kyoto 615-8540, Japan;

  E-Defense, National Research Institute for Earth Science and Disaster Prevention, Shinjimicho, Miki, Hyogo 673-0515, Japan;

  Department of Materials Science and Engineering, Tohoku University, Aoba, Sendai 980-8579, Japan;

  Department of Materials Science and Engineering, Tohoku University, Aoba, Sendai 980-8579, Japan;

  Department of Materials Science and Engineering, Tohoku University, Aoba, Sendai 980-8579, Japan;

  Department of Materials Science and Engineering, Tohoku University, Aoba, Sendai 980-8579, Japan;

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

  unreinforced masonry; superelastic alloy (SEA); cu-al-mn; shape memory alloy (SMA); dynamic loading; out-of-plane flexure; finite element (FE) modeling;

  机译：未加固的砌体;超弹性合金（SEA）;cu-al-mn;形状记忆合金（SMA）;动态加载;平面外弯曲;有限元（FE）建模;