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钢筋混凝土双向板肋梁楼盖可靠度分析
引用本文:张静月,陆珍.钢筋混凝土双向板肋梁楼盖可靠度分析[J].上海交通大学学报,1996,30(11):133-139.
作者姓名:张静月  陆珍
摘    要:讨论钢筋混凝土双向板肋梁楼盖可靠度分析,以塑性理论为基础确定双向板及其支承梁的主要失效机构,采用一肌界限法和概率网络估算计算法该结构体系的可靠度,根据可靠度计算结果,提出了几点建议。

关 键 词:钢筋混凝土  肋梁楼盖  双向板  可靠度分析

Reliability Analysis of Reinforced Concrete Double-Direction-Slab Ribbed Floors
Zhang Jinyue, Lu Zhen.Reliability Analysis of Reinforced Concrete Double-Direction-Slab Ribbed Floors[J].Journal of Shanghai Jiaotong University,1996,30(11):133-139.
Authors:Zhang Jinyue  Lu Zhen
Institution:Department of Civil Engineering
Abstract:This paper makes an inquiry into the reliability analysis of R. C. double-directionslab ribbed floors. The invalid mechanisms of both double-direction-slabs and supporting beams on the basis of plastic theory are determined, and the reliability of the structural systems using "Common Limit Method" and "Probability Network Evaluation Technology" is calculated. Several suggestions are recommended according to the result.
Keywords:reinforced concrete  ribbed floor  double-direction-slab  reliability analysis  
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