Scale relationships of concrete columns

Richard J. Bedell, Daniel Paul Abrams

Research output: Book/Report/Conference proceedingTechnical report

Abstract

The behavior of reinforced concrete columns subjected to shear and axial force reversals were examined and compared to the behavior of small scale models. Two large scale columns were tested with a ratio of shear to axial force equal to 0.25 to simulate the loading on an exterior base story column in a slender multistory building subjected to lateral loads. Loads were applied slowly according to a pattern of reversals representative of what would occur during a strong earthquake motion. In addition, a sustained axial force was applied to each specimen which represented gravity loading. This axial force was varied for the two specimens to examine differences in behavior attributable to inconsistent modeling of gravitational accelerations. With the use of a numerical model, response of the large scale specimens was compared with measured response of small scale (approximately one twelfth scale) models which were tested.

Original languageEnglish (US)
Place of PublicationBoulder
PublisherUniversity of Colorado
StatePublished - 1983

Publication series

NameStructural Research Series
No.8302

Keywords

  • Columns, concrete
  • Mathematical models
  • Structural frames--Models

Fingerprint Dive into the research topics of 'Scale relationships of concrete columns'. Together they form a unique fingerprint.

  • Cite this

    Bedell, R. J., & Abrams, D. P. (1983). Scale relationships of concrete columns. (Structural Research Series; No. 8302). University of Colorado.