Nonlinear Analysis of I-Shaped Short Pier Shear Wall with Concealed Bracings

Abstract:

In this paper, research on I-shaped short pier shear wall model which is the relatively weak seismic system components is presented. According to the results of Finite element software ABAQUS simulation, the influence of the bearing capacity, ductility and skeleton curve behavior on the I-shaped short pier shear wall with concealed bracings is mainly studied under different axial compression ratio and different reinforcement proportion of the concealed bracings. The results indicate that the I-shaped short pier shear wall with concealed bracings has a higher carrying capacity, and the ductility has also been enhanced. And the factor that axial compression ratio, reinforcement proportion of the concealed bracings significantly affect the seismic behavior of the I-shaped short pier shear wall with concealed bracings

• Periodical: Advanced Materials Research (Volumes 472-475)
• Pages: 757-760
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.472-475.757
• Online since: February 2012
• Authors: Ya E Li, Yu Hong Tang, Zhi Hua Li, Zhi Hai Hao
• Keywords: ABAQUS, Concealed Bracings, Seismic Behavior, Short Pier Shear Wall

References

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