The Reliability Design of Curving Section Shear-Bearing on Non-Stirrup Reinforced Concrete Slabs

Journal of Chongqing Jiaotong University(Natural Science) ›› 1992, Vol. 11 ›› Issue (3): 75-83.

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The Reliability Design of Curving Section Shear-Bearing on Non-Stirrup Reinforced Concrete Slabs

Huang Xiangcai¹, Li Qingfu², Wan Juan³

1. Zhengzhou Institute of Technology, zhengzhou;
2. Dalian University of Technology, Dalian;
3. Tianjin Research Institute of Water Transport Engineering, Tianjin

Received:1991-12-20 Online:1992-06-22 Published:2016-11-08

钢筋砼无箍板斜截面抗剪承载力的可靠性设计

黄相才¹, 李清富², 万卷³

1. 郑州工学院;
2. 大连理工大学;
3. 交通部天津科学研究所

作者简介:黄相才,男,55岁,副教授

Abstract

Abstract: From the mechanics model of curving section shear strength on reinforced concrete slabs,this thesis analyzes the existing indefinable and solving method in projects.The reliability analysis of different models has been done.At the last,based on reliability theory,the practical expression of partial coefficient has been derived.The results provide scientific basis for defining the formulas of curving section shear-bearing capacity on non-stirrup reinforced concrete slabs.The method is applicable to other similar cases.

Key words: non-stirrup slab, shear strength, reliability, partial coefficient

摘要： 本文从钢筋砼无箍板斜截面抗剪强度的力学模型入手,分析了工程中存在的不定性及其处理方法,并对不同的模型进行了可靠度分析,最后提出了基于可靠性理论的分项系数实用表达式。本文的成果为合理确定钢筋砼无箍板斜截面抗剪承载力计算公式提供了依据,同时本文给出的分析方法也适用于其它类似的情况。

关键词: 无箍板, 抗剪强度, 可靠度, 分项系数

Huang Xiangcai, Li Qingfu, Wan Juan. The Reliability Design of Curving Section Shear-Bearing on Non-Stirrup Reinforced Concrete Slabs[J]. Journal of Chongqing Jiaotong University(Natural Science), 1992, 11(3): 75-83.

黄相才, 李清富, 万卷. 钢筋砼无箍板斜截面抗剪承载力的可靠性设计[J]. 重庆交通大学学报（自然科学版）, 1992, 11(3): 75-83.

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The Reliability Design of Curving Section Shear-Bearing on Non-Stirrup Reinforced Concrete Slabs

钢筋砼无箍板斜截面抗剪承载力的可靠性设计

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