The Quasi-Frame-Shear-Wall Method for Reinforcement of Concrete-Masonry Mixed Structures

Abstract:

Based on seismic analysis of concrete-masonry mixed structure, a new strengthening method will be introduced. In order to find the effective and reasonable reinforcement measures to adjust to the characteristics of the mixed structure, the method of equivalent stiffness should apply to the structure, it can change the original unreasonable force transmission route, and then transform and reinforce the original structure into a quasi-frame-shear wall structure whose force transmission route is similar to frame-shear wall structure. This could be a reference to similar projects.

• Periodical: Advanced Materials Research (Volumes 368-373)
• Pages: 2060-2064
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.368-373.2060
• Online since: October 2011
• Authors: Ji Tong Jiang, Wei Liu, Hong Qiu Guo, Song Yang, De Run Du
• Keywords: Concrete Splint Walls, Equivalent Stiffness, Mixed Structure, Structure Reinforcement

References

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[7] GB50003-2001, Code for design of masonry structures (China Architecture & Building Press, Beijing 2001) (In Chinese).