[1]黄兴棣.钢筋混凝土构件正常使用极限状态下的可靠度分析[J].东南大学学报(自然科学版),1984,14(3):82-95.[doi:10.3969/j.issn.1001-0505.1984.03.009]
 Huang Xingdi.Analysis of Reliability of Reinforced Concrete Members in Serviceability Limit States[J].Journal of Southeast University (Natural Science Edition),1984,14(3):82-95.[doi:10.3969/j.issn.1001-0505.1984.03.009]
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钢筋混凝土构件正常使用极限状态下的可靠度分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
14
期数:
1984年第3期
页码:
82-95
栏目:
本刊信息
出版日期:
1984-09-20

文章信息/Info

Title:
Analysis of Reliability of Reinforced Concrete Members in Serviceability Limit States
作者:
黄兴棣
南京工学院土木工程系
Author(s):
Huang Xingdi?
Department of Civil Engineering
关键词:
正常使用极限状态 可靠度分析 裂缝宽度允许值 钢筋混凝土构件 受弯构件 抗裂度 可靠度指标 轴心受拉构件 可靠指标 概率分析
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1984.03.009
摘要:
根据概率理论和试验统计资料,本文对钢筋混凝土轴心受拉和受弯构件在正常使用极限状态下(抗裂度、裂缝宽度和挠度)的可靠度进行了近似概率分析,对我国《建筑结构设计统一标准》提出的可靠指标β值进行了验证,在此基础上对β值的取值提出了合理建议,供修订钢筋混凝土结构设计规范参考。
Abstract:
Based on probability theory and experimental statistical data, this paper analyzes the reliability of reinforced concrete members under axial tension and flexural loads in serviceability limit states including crack resistance, crack width and deflection. The reliability indices β-values proposed in the current 《Chinese Unified Standard of Building Structures Design》published in 1983 are herein verified. Consequently, on the basis of the analyzed results, the author suggests some more reasonable β-values which could be used as a reference for revision of the current《Design Code of Reinforced Concrete Structures》in this country.

相似文献/References:

[1]肖建庄,雷斌,黄健,等.再生混凝土梁抗弯理论与可靠度分析[J].东南大学学报(自然科学版),2010,40(6):1247.[doi:10.3969/j.issn.1001-0505.2010.06.023]
 Xiao Jianzhuang,Lei Bin,Huang Jian,et al.Bending theory and reliability of recycled concrete beams[J].Journal of Southeast University (Natural Science Edition),2010,40(3):1247.[doi:10.3969/j.issn.1001-0505.2010.06.023]

更新日期/Last Update: 2013-05-01