ANALOGICAL RATIO BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES

Wang Gang; Wang Qiongmei

doi:10.13204/j.gyjz200709014

Volume 37 Issue 9

Dec. 2014

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Wang Gang, Wang Qiongmei. ANALOGICAL RATIO BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 66-68. doi: 10.13204/j.gyjz200709014

Citation:

Wang Gang, Wang Qiongmei. ANALOGICAL RATIO BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 66-68. doi: 10.13204/j.gyjz200709014

Wang Gang, Wang Qiongmei. ANALOGICAL RATIO BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 66-68. doi: 10.13204/j.gyjz200709014

Citation:

Wang Gang, Wang Qiongmei. ANALOGICAL RATIO BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 66-68. doi: 10.13204/j.gyjz200709014

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ANALOGICAL RATIO BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES

doi: 10.13204/j.gyjz200709014

1.
National Laboratory of Geohazard Prevention &Geoenvironment Protection,Chengdu University of Technology Chengdu 610059

Received Date: 2006-06-02
Publish Date: 2007-09-20

Abstract

Abstract

The analogical ratio between scale models with less ballast andtheir prototypes are provided by the dimensionalanalysis. The analysis results of one 1/28 scale model and a 1/3.0 scale model of RC shear wall are given in order to verifythe correctness of the suggested analogical ratio in the paper, then the difference and modification of some parameters arediscussed.
- less ballast,
- analogical ratio,
- dimensional analysis,
- scale model,
- prototypes

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References(3)

References

.王刚. 带缝空心R.C. 剪力墙结构试验研究: [ 硕士学位论文].西安: 西安建筑科技大学, 2005

.王琼梅. 小高层钢筋混凝土空心剪力墙结构抗震性能试验研究:[ 硕士学位论文]. 西安: 西安建筑科技大学, 2003

.姚谦峰, 陈平. 土木工程结构试验. 北京: 中国建筑工业出版社, 2001: 162-181

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