摘要
根据柱下单独基础受力特性。运用刚塑性理论,求得抗冲切破坏的最小上限解。通过分析和比较试验结果,导出柱下单独基础抗冲切强度的简化公式。
In accordance with the characteristics of concrete single footing, the lowest upper-bound solutionfor its punching shear strength is presented by means of rigid-plastic analyses. Theoretical analysesmake the solution simplified and the suggested expression conforms very well with test results.
出处
《工业建筑》
CSCD
北大核心
1991年第12期29-34,共6页
Industrial Construction
