Experimental Study on Reinforced Concrete ShortLeg Shear Walls with Dual Binding Beams
CSTR:
Author:
  • Article
  • | |
  • Metrics
  • |
  • Reference
  • |
  • Related [20]
  • |
  • Cited by
  • | |
  • Comments
    Abstract:

    Pseudo static tests are conducted on the same four fourstory 1∶3 scaled shortleg shear wall specimens with dual binding beams in a bid to investigate how concrete stochastic characteristic affects the structural responses.Structure design,material preparation,specimen construction and loading system are fabricated strictly so as to eliminate other uncertain factors.Loaddisplacement curves,strain curves and partial relative displacement curves are obtained.Moreover,the bearing capacity,stiffness,and ductility are discussed.Strains variability,displacements variability and redistributed inner forces behavior of three typical crosssections are studied.Finally,failure characteristic of different specimens is contrasted.It is concluded that coupling of concrete randomicity and nonlinearity has notable effects on structural responses.

    Reference
    Cited by
Get Citation

LI Kuiming, LI Jie. Experimental Study on Reinforced Concrete ShortLeg Shear Walls with Dual Binding Beams[J].同济大学学报(自然科学版),2009,37(5):

Copy
Share
Article Metrics
  • Abstract:896
  • PDF: 65
  • HTML: 28
  • Cited by: 0
History
Article QR Code