摘要
为分析混凝土小型空心砌块约束砌体的受力性能 ,探讨约束砌体的非线性分析方法 ,通过合理的计算假定 ,建立了约束砌体的有限元模型 ,对约束砌体进行了非线性全过程有限元分析。与试验结果的比较表明 。
For studying the behavior of concrete small hollow block restrained masonry, the method of nonlinear analysis for restrained masonry was suggested, on the reasonable calculate postulate the finite element model is founded and the nonlinear analysis of complete loading process for restrained masonry is done. Form comparison, the calculated values are in good accord with the tested results.
出处
《南京工业大学学报(自然科学版)》
CAS
2002年第3期15-19,共5页
Journal of Nanjing Tech University(Natural Science Edition)
基金
江苏省青年基金项目BQ960 17