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 ...
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...
aLongmen Bridge (Figure 63.8), 12 km south of Luoyang City, Henan Province, is an entrance of the Longmen Grottoes over Yihe River. It is a 60 + 90 + 60 m three-span stone arch bridge, with a width of 12.6 m. A catenary of 1:8 rise-to-span ratio was chosen as the arch axis...
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...
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 ...
Points of interest are the effects of the rise-to-span ratio on their nonlinear structural behavior. In this paper, large displacement analysis of pinned-fixed circular arches with different rise-to-span ratios using an isogeometric approach is presented. In the analysis, the Euler-Bernoulli beam...
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 ...
Londhe, R.S. (2007), 'Role of shear span-to-depth ratio on shear capacity of transfer beams in high-rise buildings', Proceedings of the Third International Conference on Structural Engineering Mechanics and Computation (SEMC 2007), 10-12 September 2007, Cap...