DESIGN AND MECHANICAL PROPERTY EXPERIMENTAL ANALYSIS OF MASONRY COLUMNS FOR STRUCTURAL EMERGENCY REINFORCING

Diao Bo; Zheng Xiaoning; Sun Yang

doi:10.13204/j.gyjz200512011

Volume 35 Issue 12

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(12): 37-39,71

Wu Mai, Zhao Xin, Wang Enyuan, Dou Yuanming. STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 40-43. doi: 10.13204/j.gyjz200407011

Citation:

Diao Bo, Zheng Xiaoning, Sun Yang. DESIGN AND MECHANICAL PROPERTY EXPERIMENTAL ANALYSIS OF MASONRY COLUMNS FOR STRUCTURAL EMERGENCY REINFORCING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 37-39,71. doi: 10.13204/j.gyjz200512011

Wu Mai, Zhao Xin, Wang Enyuan, Dou Yuanming. STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 40-43. doi: 10.13204/j.gyjz200407011

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DESIGN AND MECHANICAL PROPERTY EXPERIMENTAL ANALYSIS OF MASONRY COLUMNS FOR STRUCTURAL EMERGENCY REINFORCING

doi: 10.13204/j.gyjz200512011

1.
The Department of Civil Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083

Received Date: 2004-11-20
Publish Date: 2005-12-20

Abstract

Abstract

The mechanical properties and compressive ultimate capacities of masonry columns after 24h are analyzed with experiments.The experimental results are compared with standard masonry specimens.The calculating method and design method for the 24h masonry columns are suggested according to the existing Design Code of Masonry Structures.
- emergency reinforcing,
- masonry columns,
- mechanical property,
- experimental analysis