Header menu link for other important links
X
Core loaded earthquake resistant bracing system
Venkatakrishnan Kalyanaraman
Published in Elsevier Sci Ltd, Exeter
1998
Volume: 46
   
Issue: 1-3
Pages: 437 - 439
Abstract
Six core loaded sleeved specimens were designed and tested by subjecting them to a complete reversal cyclic loading. The specimens were designed to cover a range of slenderness ratios. The typical load deformation behavior of a specimen obtained from the experiments is plotted. The hysteresis is stable over many cycles without the strut suffering buckling as well as stiffness, ductility and strength degradation under reverse cyclic load as in the case of conventional bracing members. By appropriately choosing the design parameters of the strut, the desired levels of strength, stiffness and ductility can be obtained.
About the journal
JournalData powered by TypesetJournal of Constructional Steel Research
PublisherData powered by TypesetElsevier Sci Ltd, Exeter
ISSN0143974X
Open AccessNo
Concepts (13)
  •  related image
    Buckling
  •  related image
    Cyclic loads
  •  related image
    Deformation
  •  related image
    Ductility
  •  related image
    Earthquake resistance
  •  related image
    Load testing
  •  related image
    Stiffness
  •  related image
    Strength of materials
  •  related image
    Structural loads
  •  related image
    Struts
  •  related image
    BRACING SYSTEMS
  •  related image
    REVERSE CYCLIC LOADS
  •  related image
    Structural analysis