• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 17 Issue 5
Oct.  2004
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Article Contents
WANZhen, LIQiao, MAOXue-ming. Experimental Research of Shear Lag Effect of Cable-StayedBridge withΠCross-Section Main Girder[J]. Journal of Southwest Jiaotong University, 2004, 17(5): 623-627.
Citation: WANZhen, LIQiao, MAOXue-ming. Experimental Research of Shear Lag Effect of Cable-Stayed Bridge withΠCross-Section Main Girder[J]. Journal of Southwest Jiaotong University, 2004, 17(5): 623-627.

Experimental Research of Shear Lag Effect of Cable-Stayed Bridge withΠCross-Section Main Girder

  • Publish Date: 25 Oct 2004
  • Amodel for a prestressed concrete cable-stayed bridge with aΠcross-section main girder was established in a scale of one to five for a concrete cable-stayed bridge over the Jinsha River in Yibin City. The shear lag effect of this bridgewas analyzed experimentally andwas comparedwith the one obtainedwith the finite element method. The comparison shows the reliability of the experiment. The experimental result shows that for a cable-stayed bridge with aΠcross-section main girder, shear lag factor is greater at the fixed ends of its cantilevers than at its mid-span.

     

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      沈阳化工大学材料科学与工程学院 沈阳 110142

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