Shear behavior of columns of frame by high-strength steels with different areas stirrups

Author

Wang Tie-cheng ; Chen Xiang-shang ; Zhong Tao

Author_Institution

Key Lab. of Coast Civil Struct. Safety, Tianjin Univ., Tianjin, China

fYear

2011

fDate

22-24 April 2011

Firstpage

5431

Lastpage

5434

Abstract

12 RC rectangular columns of frame by high-strength steels with different areas stirrups were investigated in this paper. Based on the test results of columns of frame, the correlation of two-way shear strength of rectangular columns of frame with different areas stirrups on two principal axes was presented and calculation formula was obtained and experimental results are compared with calculation results. It is indicated that the correlation accords with the ellipse law, and the calculation formula in this paper can be used to calculate two-way shear strength of RC columns of frame of high-strength steels with different areas stirrups.

Keywords

construction components; reinforced concrete; shear strength; steel; RC rectangular columns; different areas stirrups; high-strength steels; shear behavior; two-way shear strength; Civil engineering; Correlation; Educational institutions; Equations; Industries; Laboratories; Steel; calculation formula; columns of frame; correlation; high-strength steels; shear behavior; strength; two-way;

fLanguage

English

Publisher

ieee

Conference_Titel

Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on

Conference_Location

Lushan

Print_ISBN

978-1-4577-0289-1

Type

conf

DOI

10.1109/ICETCE.2011.5776483

Filename

5776483