CONSIDERATIONS ON "CODE FOR DESIGN OF MASONRY STRUCTURES"

Liu Yan; Huang Liang; Zhou Jing

doi:10.13204/j.gyjz201101030

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Liu Yan, Huang Liang, Zhou Jing. CONSIDERATIONS ON 'CODE FOR DESIGN OF MASONRY STRUCTURES'[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 136-138. doi: 10.13204/j.gyjz201101030

Citation:

Liu Yan, Huang Liang, Zhou Jing. CONSIDERATIONS ON "CODE FOR DESIGN OF MASONRY STRUCTURES"[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 136-138. doi: 10.13204/j.gyjz201101030

Liu Yan, Huang Liang, Zhou Jing. CONSIDERATIONS ON 'CODE FOR DESIGN OF MASONRY STRUCTURES'[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 136-138. doi: 10.13204/j.gyjz201101030

Citation:

Liu Yan, Huang Liang, Zhou Jing. CONSIDERATIONS ON "CODE FOR DESIGN OF MASONRY STRUCTURES"[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 136-138. doi: 10.13204/j.gyjz201101030

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CONSIDERATIONS ON "CODE FOR DESIGN OF MASONRY STRUCTURES"

doi: 10.13204/j.gyjz201101030

1.
School of Civil Engineering,Hunan University,Changsha 410082,China

Received Date: 2010-03-23
Publish Date: 2011-01-20

Abstract

Abstract

The design of multistory masonry structure is particular important,because it is one type of the most practical constructions in our country.GB 50011-2001Code for Seismic Design of Buildingsis the design code for anti-seismic zone and GB 50003-2001Code for Design of Masonry Structuresis one for both non-earthquake protection region and anti-seismic zone,but compared with the former,the latter is not strict enough in some constrains which would be worth to be discussed.As a result,this paper suggests doing necessary advancement.
- height,
- number of stories,
- story height,
- aspect ratio,
- ring beam,
- constructional column