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- cylindrical reticulated shell structure 柱面网壳结构
- single layer cylindrical reticulated shell 单层柱面网壳
- plate-cone cylindrical reticulated shell 板锥柱面网壳
- double layer cylindrical reticulated shell 双层柱面网壳
- double-layer cylindrical reticulated shell 双层柱面网壳
- The compound mode of double layer and single layer in the partial double layer cylindrical reticulated shells is discussed. 本文探讨了局部双层柱面网壳的合理结构形式,对其非线性受力性能进行了详细的研究。
- new type pre-stress cable-single-layer cylindrical reticulated shell structure 新型拉索-单层柱面网壳结构
- Study on the Failure Mechanism of the Cylindrical Reticulated Shell under the Effects of Earthquake 柱面网壳在地震作用下的失效机理研究
- Seismic response analysis of double-layer cylindrical reticulated shell under multiple-support excitations considering dynamic soil-structure interaction 考虑土-结构相互作用双层柱面网壳在多点输入下的地震反应分析
- cylindrical reticulated shell 圆柱面网壳
- Nonlinear dynamical behavior of shallow cylindrical reticulated shells - 应用数学和力学:英文版 - 王新志,梁从兴,韩明君,叶开沅,王钢
- Most researches of reticulated shell focuses on static stability behaviors, but not on seismic behaviors. 目前网壳结构的研究主要集中在静力稳定性能,对其抗震性能研究进行的较少。
- Plate-cone reticulated shell is a new type of space structures with good mechanical behavior and economy. 板锥网壳结构是一种受力性能合理、技术经济效益良好的新型空间结构形式。
- An exaxnple of a single layer reticulated shell was provided, which verified the correctness of the present model. 通过对一单层网壳结构的算例分析,证明了该分析模型的正确性。
- Abstract In this paper, a computing model of a Schwedler spherical reticulated shell (SSRS) is constructed. 摘要以某施威德勒型单层球面网壳采光顶为例,建立了其计算模型。
- The nonlinear buckling analysis of a large complex roof reticulated shell is made and a real-time assessment of structural stability is presented. 进行了大型屋顶网壳结构的非线性屈曲分析,提出了支撑钢牛腿失效后网壳结构稳定性的实时评估策略。
- Large-span arch-supported reticulated shell structure is a new hybrid structural system based on features of reticulated shell and arch structure. 大跨拱支网壳结构是在综合了网壳(网架)及拱结构优点的基础之上,构思出来的一种新型杂交空间结构形式。
- The nonlinear buckling analysis of a large complex roof reticulated shell is made and a real time assessment of structural stability is presented. 进行了大型屋顶网壳结构的非线性屈曲分析,提出了支撑钢牛腿失效后网壳结构稳定性的实时评估策略。
- Reticulated steel shell of Beijing Olympic Bicycle Stadium is at present the largest span double-layer spherical reticulated shell in China. 北京奥运会自行车馆钢网壳是目前我国最大跨度的双层球面网壳结构。
- In this paper, the nonlinear FEM is used to analyze the general stability of torsional shell and torsional reticulated shell with original imperfections. 本文应用非线性有限元法,对考虑初始缺陷的扭壳、扭网壳进行整体稳定分析,获得了临界状态时的失稳模态和临界荷载。