International Concrete Abstracts Portal

  


Title: Seismic Tests of Concrete Columns with Light Transverse Reinforcement

Author(s): Halil Sezen and Jack P. Moehle

Publication: Structural Journal

Volume: 103

Issue: 6

Appears on pages(s): 842-849

Keywords: failure; reinforced concrete; seismic; shear

DOI: 10.14359/18236

Date: 11/1/2006

Abstract:
Earthquakes and laboratory experience show that columns with inadequate transverse reinforcement are vulnerable to damage including shear and axial load failure. To study this behavior, four full-scale columns with light transverse reinforcement were tested quasistatically under unidirectional lateral load with either constant or varying axial loads. Test results show that responses of columns with nominally identical properties vary considerably with magnitude and history of axial and lateral loads. Observed behavior is compared with expected behavior based on available analytical models. The FEMA 356 assessment model predicted the column strengths well, but underestimated the displacements.


ALSO AVAILABLE IN:

Electronic Structural Journal



  


ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Edit Module Settings to define Page Content Reviewer