Reliability analysis of two-way reinforced concrete slabs

被引：0
|
作者：
Yew, EC [1 ]
Chou, KC [1 ]
机构：
[1] Univ Tennessee, Dept Civil & Environm Engn, Knoxville, TN 37996 USA
来源：
APPLICATIONS OF STATISTICS AND PROBABILITY, VOLS 1 AND 2: CIVIL ENGINEERING RELIABILITY AND RISK ANALYSIS | 2000年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Reliability analysis of two-way reinforced concrete flat plate slabs was performed. The design moments were determined using a direct design method as outlined in ACI 318. The concrete section and reinforcement were selected based on these design moments. Reliability indices were computed for each design. Slabs with short span length of 15 R. and 20 fr., span ratios ranging from 1.0 to 2.0, and live load to dead load ratios of 0.5 to 2.0 were considered. In general, the reliability index of these two-way slabs ranges from 3.0 to 4.0.
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页码：1033 / 1037
页数：5
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