THE MINIMUM STEEL RATIO OF REINFORCED LIGHT-WEIGHT AGGREGATE CONCRETE MEMBER UNDER SHEAR AND TORSION

Shao Yong-jian; Zhu Pin-ru; Wang Xiao-feng; Bai Sheng-xiang

doi:10.13204/j.gyjz200610025

Volume 36 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(10): 90-92

Shao Yong-jian, Zhu Pin-ru, Wang Xiao-feng, Bai Sheng-xiang. THE MINIMUM STEEL RATIO OF REINFORCED LIGHT-WEIGHT AGGREGATE CONCRETE MEMBER UNDER SHEAR AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 90-92. doi: 10.13204/j.gyjz200610025

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Shao Yong-jian, Zhu Pin-ru, Wang Xiao-feng, Bai Sheng-xiang. THE MINIMUM STEEL RATIO OF REINFORCED LIGHT-WEIGHT AGGREGATE CONCRETE MEMBER UNDER SHEAR AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 90-92. doi: 10.13204/j.gyjz200610025

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THE MINIMUM STEEL RATIO OF REINFORCED LIGHT-WEIGHT AGGREGATE CONCRETE MEMBER UNDER SHEAR AND TORSION

doi: 10.13204/j.gyjz200610025

1.
1 Suzhou Institute of Science and Technology Suzhou 215011;
2.
2 China Academy of Building Research Beijing 100013

Received Date: 2005-12-30
Publish Date: 2006-10-20

Abstract

Abstract

According to determining condition of minimum steel ratio and achievements in research on ligh-t weight aggregate concrete structures, the calculation formulas of minimum steel ratio were derived from shear and torsion. It presented the basis for compiling / Technical Specification for Ligh-t Weight Aggregate Concrete Structures0.
- ligh-t weight aggregate concrete,
- specification,
- member under shear and torsion,
- minimum stirrups ratio minimum ratio of longitudinal steel,
- calculation formula,