摘要
经过对国内外规范的分析和比较，结合局部受压的特点并考虑混凝土长期影响，提出后张预应力混凝土局部受 任承载力分两个阶段进行计算的设计建议。
According to the analysis and comparison of codes of home and abroad, the design calculation proposal of two computing phases of load -bearing capacity of local compression of post - tensioned concrete is presented. This proposal is combined with the character of local compression and considers the long - term influence of concrete.
出处
《建筑技术开发》
2000年第2期20-21,30,共3页
Building Technology Development
