机译:用连续类比法估算椭圆抛物面电缆支撑格栅壳的屈曲载荷
1Associate Professor Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast Univ. Nanjing 210096 China;
presently State Key Laboratory of Subtropical Building Science South China Univ. of Technology Guangzhou 510500 China (corresponding author). E-mail: hitfeng@163.com2Professor Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Southeast Univ. Nanjing 210096 China. E-mail: yejihong@seu.edu.cn3Engineer China United Engineering Corp. Shiqiao Rd. 338 Hangzhou 310022 China. E-mail: yaobin.1986@163.com;
Cable-braced grid shell, Initial imperfection, Stability, Continuum analogy;
机译:用连续类比法评估椭圆抛物面电缆支撑格栅壳的屈曲载荷
机译:两向单层网格壳体的屈曲载荷评估
机译:接头刚度对斜拉网壳稳定性的影响
机译:冲击载荷作用下单层椭圆抛物面网格壳的非线性动力屈曲研究
机译:球形壳在各种载荷条件下的弹性和塑性屈曲。
机译:FG-CNT增强复合锥壳在复合载荷作用下的屈曲行为
机译:静态地震载荷建模,使用连续壳类比铺薄圆柱壳结构
机译:圆形壳体在组合荷载作用下的屈曲(轴向压缩,常压,弯曲和横向剪切载荷)