| 1. | Analysis of a curved double - layer cable - stayed pedestrian bridge
双层索系曲线斜拉步行桥的结构分析 |
| 2. | Analysis of stability behaviors of partial double - layer cable dome is done
对肋环型局部双层球面网壳结构进行了稳定性分析。 |
| 3. | Study of load - bearing capacity for single - layer cable mesh point - supporting glass curtain
单层索网点支式玻璃幕墙的承载性能研究 |
| 4. | Single - layer cable
单层电缆 |
| 5. | The influence of the multi - layer cabling structure in integrated circuit on the signal delay
大规模集成电路多层布线结构对信号延时的影响 |
| 6. | Compared with common curved cable - stayed bridge , the rigidity and dynamic characteristics of curved double - layer cable - stayed bridge acquire being further improved
计算结果显示，双层索系曲线斜拉桥方案与普通曲线斜拉桥方案相比，结构的整体刚度和动力性能都得到了改善。 |
| 7. | The research in this paper is expected to provide helpful reference for the future design of pedestrian bridge with spacial double - layer cable system and abnormity steel box girder
通过本文的研究，以期为今后空间布置的双层索系以及异形钢箱梁斜拉桥在人行景观桥梁设计中的应用提供有益参考。 |
| 8. | 3 . seismic response analysis is done by using time history analysis method in aluminum alloy double - layer cable dome and the displacement and the axis stress of the structure under the seismic response are obtained and the results are compared with the ones of the spectrum analysis
采用时程分析法对肋环型铝合金双层球面网壳结构进行了地震分析，得出了结构在地震荷载作用下的位移、轴向应力的变化曲线，并且与谱分析结果以及相应的钢网壳作了比较。 |
