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Analytical investigation and monitoring of end-zone reinforcement of the Alaskan Way viaduct super girders

机译:阿拉斯加公路高架桥超级梁末端区域加固的分析研究和监测

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摘要

"Comparison of Details for Controlling End-Region Cracks in Pretensioned Concrete I-Girders" by B. E. Ross, M. D. Willis, H. R. Hamilton, and G. R. Consolazio and "Analytical Investigation and Monitoring of End-Zone Reinforcement of the Alaskan Way Viaduct Super Girders" by A. Arab, S. S. Badie, M. T. Manzari, B. Khaleghi, S. J. Seguirant, and D. Chapman are collectively an important addition to the knowledge of end-zone cracking.The photos of the crack patterns are not greatly different from those shown in Gamble for a girder produced in 1966, though the recent photos show more cracks because the members are larger and much more heavily stressed. At that time, the extent of end-zone cracking did not seem to be widely appreciated or understood, even though this was slightly after publication of the important papers by Gergely et al. that are referenced in the two PCI Journal papers.
机译:由BE Ross,医学博士Willis,HR汉密尔顿和GR Consolazio撰写的“用于控制预应力混凝土工字梁端部区域裂纹的细节比较”,以及由“阿拉斯加道路高架桥超级梁的端部区域加固的分析研究和监测” A.Arab,SS Badie,MT Manzari,B.Khaleghi,SJ Seguirant和D.Chapman共同是对端区开裂知识的重要补充,其开裂图案的照片与Gamble中显示的照片没有太大不同对于1966年生产的大梁,尽管最近的照片显示出更多的裂缝,因为这些构件更大且受力更大。那时,即使是在Gergely等人发表重要论文后不久,端区开裂的程度似乎仍未被广泛理解或理解。这两个PCI Journal论文都引用了这些内容。

著录项

  • 来源
    《PCI Journal》 |2015年第1期|135-137|共3页
  • 作者

    William L. Gamble;

  • 作者单位

    University of Illinois Urbana-Champaign, Ill;

  • 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

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