Title :
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
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;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5776483
