SUGGESTION FOR IMPROVEMENT ON THE DESIGN METHOD OF REINFORCED CONCRETE SPREAD FOUNDATION

Bai Shengxiang

doi:10.13204/j.gyjz200502024

Volume 35 Issue 2

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(2): 88-92

Bai Shengxiang. SUGGESTION FOR IMPROVEMENT ON THE DESIGN METHOD OF REINFORCED CONCRETE SPREAD FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 88-92. doi: 10.13204/j.gyjz200502024

Citation:

Bai Shengxiang. SUGGESTION FOR IMPROVEMENT ON THE DESIGN METHOD OF REINFORCED CONCRETE SPREAD FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 88-92. doi: 10.13204/j.gyjz200502024

Bai Shengxiang. SUGGESTION FOR IMPROVEMENT ON THE DESIGN METHOD OF REINFORCED CONCRETE SPREAD FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 88-92. doi: 10.13204/j.gyjz200502024

Citation:

Bai Shengxiang. SUGGESTION FOR IMPROVEMENT ON THE DESIGN METHOD OF REINFORCED CONCRETE SPREAD FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 88-92. doi: 10.13204/j.gyjz200502024

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SUGGESTION FOR IMPROVEMENT ON THE DESIGN METHOD OF REINFORCED CONCRETE SPREAD FOUNDATION

doi: 10.13204/j.gyjz200502024

Bai Shengxiang

1.
Institute of Building Structurs,China Academy of Building Research Beijing 100013

Received Date: 2004-09-05
Publish Date: 2005-02-20

Abstract

Abstract

Discussions and suggestions for improvements on some problems including the resistance calculation,the steel reinforcements,the detailing requirements and etc. of the reinforced concrete spread foundation, which were directly involved in The Code for Design of Building Foundation(GB50007-2002) and The Code for Design of Concrete Structures(GB50010-2002) in need of unification and coordination,are put forward in the paper.
- flexural bearing capacity,
- shear bearing capacity,
- punching minimum reinforcement,