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Design of prestressed concrete girder of underground garage at Yingbin road in Harbin

  • Wen Zhong Zheng*
  • , Ming Xin Xu
  • , Ying Wang
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

In order to reduce construction cost and meet the garage safety and serviceability requirements, the prestressing tendons are determined by crack and deform control equations in combination with permanent load and frequent load. Nonprestressing steel bars are determined by relative construction requirement and designed inner force in combination with permanent load and infrequent load. Comparison shows that the design made with this method is economic distinctly.

Original languageEnglish
Pages (from-to)36-38+42
JournalHarbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology
Volume36
Issue number1
StatePublished - Jan 2004
Externally publishedYes

Keywords

  • Frequent load
  • Infrequent load
  • Prestressed concrete
  • Underground garage

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