Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 5: Monitoring, Evaluation and Reinforcement Technique of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
2060-2064
DOI
10.4028/www.scientific.net/AMR.368-373.2060
Citation
J. T. Jiang, W. Liu, H. Q. Guo, S. Yang, D. R. Du, "The Quasi-Frame-Shear-Wall Method for Reinforcement of Concrete-Masonry Mixed Structures", Advanced Materials Research, Vols. 368-373, pp. 2060-2064, 2012
Online since
October 2011
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Price
$32.00
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