Research on Complex Shear Wall Bending Design

Abstract:

Based on reference [1], complex shear wall bending design was researched farther. It was shown that reinforcement partitioned design was belonged to asymmetric reinforcement design method. It might result in the unsafe problem that ‘shear walls were designed as a little eccentric compression member, but failed as a large eccentric compression member’. Then adjusted reinforcement partitioned design method was brought forward. And it was adjusted to symmetric reinforcement design method. Then its unsafe problem was solved. But its uneconomical problem was aggravated. If this uneconomical problem could not be accepted, whole section design method of reference [1] would be suggested.

• Periodical: Advanced Materials Research (Volumes 163-167)
• Pages: 1380-1384
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.163-167.1380
• Online since: December 2010
• Authors: Xue Yi Fu, Jia Xin Qu
• Keywords: Adjusted Reinforcement Partitioned Design, Asymmetric Reinforcement Design, Complex Shear Wall, Whole Section Design

References

[1] Fu Xueyi, QuJiaxin, Suncan. Reinforcement design of shear walls with complex cross sections[J]. China Civil Engineering Journal. 2009(42): 43~50(in Chinese).

[2] GB50010-2002 Code for design of concrete structures[S]. Beijing: China Architecture and Building Press, 2002(in Chinese).