Analysis of Regression for Strength Index of Concrete Performed Brick Masonry

Abstract:

Based on the data of the strength tests of concrete performed brick masonry，the basic strength formulas of concrete performed brick masonry are obtained. Through regressive analysis, it will be coherent to the compressive strength of concrete performed brick masonry to introduce the adjustment coefficient of mortar contrast to the Code for Design of Masonry Structures of China. The shear strength, bending strength along straight joint and bending strength along straight joint are uniform with the Code for Design of Masonry Structures of China.

• Periodical: Advanced Materials Research (Volumes 639-640)
• Pages: 803-806
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.639-640.803
• Online since: January 2013
• Authors: Qi Fang Wang
• Keywords: Concrete Performed Brick Masonry, Regression Analysis, Strength Index

References

[1] Yang Weijun，Wang Qifang. Experiment & Analysis for Bearing Capacity of Concrete Perforated Brick Masonry, Building Block & Block Constitution, J. 2006,（4）21-23.

[2] Yang Weijun，Hu Qingguo. Concrete Holed Block Masonry Structures. Changsha, Central South University Press，2004,182-184.

[3] Civil Engineering Department of Zhejiang University. The Basic Mechanic Testing Report of Concrete Performed Brick Masonry(2002)

[4] Shanghai Building Institute. The Report of Concrete Performed Brick Materials and Mechanic Testing(1999)

[5] GB5003-(2002）《Code for Design of Masonry Structures》.Beijing：China Architecture & Building Press，(2002)