摘要
以钢筋混凝土屈服线理论为基础，推导出钢筋混凝土任意三角形板在均布荷载作用下的塑性设计公式，并讨论了公式的适用性，算例表明，用此公式进行设计既节约钢材，又便于施工，具有很高的实用价值。
The formulas for the plastic analysis of RC arbitrary triangular plate are derived on the basis of yield line theory of RC slab.The applicability of the formulas is also discussed.A typical example shows that it is both economical and convenient to use the formulas in design.
出处
《西安矿业学院学报》
1999年第1期50-53,共4页
Journal of Xi'an University of Science & Technology
关键词
任意三角形板
塑性分析
均布荷载
钢筋混凝土
RC arbitrary triangular plate
yield line theory
plastic analysis
uniformly distributed load
