Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
Citation:
Shao Yongjian. STRENGTH INDEX AND STATISTICAL PARAMETER OF LIGHTWEIGHT AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION , 2007, 37(8): 82-85. doi: 10.13204/j.gyjz200708021
Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
Citation:
Shao Yongjian. STRENGTH INDEX AND STATISTICAL PARAMETER OF LIGHTWEIGHT AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION , 2007, 37(8): 82-85. doi: 10.13204/j.gyjz200708021
STRENGTH INDEX AND STATISTICAL PARAMETER OF LIGHTWEIGHT AGGREGATE CONCRETE
Received Date: 2006-12-22
Publish Date:
2007-08-20
Abstract
Based on the analysis of the changes in the pertinent regulations of the standards concerned and the existing experimental results,the conversion relations between axial compressive strength and cubic compressive strength;between direct tensile strength and cubic compressive strength of lightweight aggregate concrete were deduced.According to the mathematical model of probability density function of random variable _c,the statistical parameters of the strength of lightweight aggregate concrete were obtained in the light of computation rules of the statistical parameter of random variable function.On the basis of the statistical parameters and the definition of characteristic value of material strength,the standard values of axial compressive strength and direct tensile strength of lightweight aggregate concrete were acquired.
References
.龚洛书,柳春圃. 轻集料混凝土[M].北京:中国铁道出版社,1996.214-225.
.钢筋轻骨料混凝土结构可靠度协作组. 轻骨料混凝土强度指标的统计分析[M].1987.1,8-11,15-17,20-22.
.GB/T 50081-2002.普通混凝土力学性能试验方法标准[S].
.胡德炘,马坤贞. 钢筋混凝土结构可靠度的研究[J].建筑结构学报,1987,(03):16-22.
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