网络矢跨比 网络释义 1. 矢跨比 QQ X? 咨询 - 春华秋实的日志 - 网易博客 ... 2. sag to span ratio 垂跨比. 3.rise to span ratio矢跨比5. guy cable: 拉索 ... blog.163.com|基于 1 个网页 例句 释义: 全部,矢跨比
ratio of rise to span 美 英 un.高跨比 英汉 un. 1. 高跨比
rise and run ratio 踏步高宽比 temperature rise ratio 温升比 maximum span depth ratio 最大跨深比 相似单词 span n.[C] 1.(桥墩间的)墩距;孔;跨距;支点距 2.一段时间(尤指人的一生);短促的时间 3.指距 4.全长 5.小范围;短距离 6.持续时间,时间阶段 v.[T] 1.(桥、拱 SPAN =Statisti...
The effects of the rise-to-span ratio on the progressive collapse resistance of the K6 single-layer latticed domes were examined after constructing and validating finite element (FE) models. The experiments and FE analysis yielded the following results: 1) K6-6 and K6-8 domes have identical ...
A catenary of 1:8 rise-to-span ratio was chosen as the arch axis. The main arch ring has a constant cross sectio 选择语言:从 到 翻译结果1翻译结果2 翻译结果3翻译结果4翻译结果5 翻译结果1复制译文编辑译文朗读译文返回顶部 龙门桥(图63.8 ) ,南洛阳市,河南省12公里,是龙门石窟在沂河的入口。
aHeyuan DongRiver Bridge (Figure 63.10) is on the Provincial Route near Heyuan County. It is a 6×50 m multispan masonry arch bridge with a width of 7 + 2×1 m and a total length of 420.06 m. The rise-to-span ratio of the arch ring is 1:6. Heyuan DongRiver桥梁 (图63.10) 在...
The effects of the rise-to-span ratio on the progressive collapse resistance of the K6 single-layer latticed domes were examined after constructing and validating finite element (FE) models. The experiments and FE analysis yielded the following results: 1) K6-6 and K6-8 domes have identical ...
ratio of rise to span 高跨比,矢跨比相关短语 quarter pitch (高1:跨4) 高跨一与四比 ethnocentrism (跨国公司管理方式的一种) 母国中心方式 vertical integration (指跨国公司的垂直型经营) 纵向一体化 equilateral roof (其跨度和椽子形成一等边三角形) 等角屋顶 gain display (矢量未波器的) 增益显示 qui...
1. Geometrical nonlinear stability analysis of single layer latticed intersected cylindrical shell on ratio of rise to span optimization; 单层叉筒网壳结构的几何非线性稳定矢跨比优化2) rise-span ratio 矢跨比 1. Influence of the rise-span ratio on the mechanical behavior of the concrete-filled...
However, this assumption can be accepted only when the rise-to-span ratio of an arch is quite small, and when the rise-to-span ratio of an arch is greater than 1/12.5, the analytical predictions for buckling and postbuckling responses of the arch based on the assumption have significant ...