Journal of Northeastern University(Natural Science)

Journal of Northeastern University ›› 2003, Vol. 24 ›› Issue (4): 386-388.DOI: -

• OriginalPaper • Previous Articles     Next Articles

Theory analysis of high strength steel-reinforced concrete joint shear capacity

Xu, Ya-Feng (1); Wang, Lian-Guang (2); Cao, Yue (3); Liu, Zhi-Yang (1)   

  1. (1) Sch. of Res. and Civil Eng., Northeastern Univ., Shenyang 110004, China; (2) Inst. of Civil and Arch. Eng., Shenyang 110015, China; (3) Jindi Construction Group Co. Ltd., Shenyang 110006, China
  • Received:2013-06-23 Revised:2013-06-23 Online:2003-04-15 Published:2013-06-23
  • Contact: Xu, Y.-F.
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Abstract: By experimental test of 5 different samples that high strength reinforced concrete beam and high strength steel-reinforced concrete column, process low cyclic reversed load test. Theory analysis confirm the affecting factors are high strength concrete, axial compression ratio, steel and stripple. Therefore put forward a join!, shear capacity formula for high strength reinforced concrete beam and high strength steel-reinforced concrete column. The theoretical predictions are consistant with experimental so that the formula can be used in engineering applications.

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