Time-variant service reliability of post-tensioned, segmental, concrete bridges exposed to corrosive environments

著录项

• 来源
  《Engineering Structures》 |2010年第9期|P.2596-2605|共10页
• 作者

  R.G. Pillai; M.D. Hueste; P. Gardoni; D. Trejo; K.F. Reinschmidt;

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• 作者单位

  Zachry Department of Civil Engineering, Texas A&M University, College Station, TX, USA;

  rnZachry Department of Civil Engineering, Texas A&M University, College Station, TX, USA;

  rnZachry Department of Civil Engineering, Texas A&M University, College Station, TX, USA;

  rnDepartment of Civil and Construction Engineering, Oregon State University, Corvallis, OR, USA;

  rnZachry Department of Civil Engineering, Texas A&M University, College Station, TX, USA;

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• 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
• 原文格式 PDF
• 正文语种 eng
• 中图分类
• 关键词

  segmental; post-tensioned; prestressed concrete; bridge; tendon; strand; void; corrosion; normal stress; serviceability; reliability;

  机译：分段的后张紧预应力混凝土;桥;肌腱;绞线虚空腐蚀;正常压力可维护性;可靠性;