摘要
将圆形板极限分析的结果应用于圆柱形塔基础的底板分析,通过实例分析说明塔基础底板的荷载,塑性分析计算比弹性计算的值有较大幅度的提高.
The result of limit analysis of circular plate is applied to the analysis of soleplate of columniform tower foundation. A case study shows that a remarkable increase in the load limit through plasticity analysis to elasticity analysis.
出处
《宁波大学学报（理工版）》
CAS
2005年第2期258-260,共3页
Journal of Ningbo University：Natural Science and Engineering Edition
关键词
圆柱形
塔基础
塑性分析
columniform
tower foundation
plasticity analysis
