2) Asymmetry Interconnection Architecture
非对称互连结构
3) continuous rigid-frame structure
连续刚构
1.
This paper presents the construction design of vertical swivel erection of the flexible steel tube arches for 2×275-m span continuous rigid-frame structure of the main bridge of Yichang Changjiang River Bridge on Yichang-Wanzhou Railway.
介绍宜万铁路宜昌长江大桥主桥2×275 m连续刚构柔性钢管拱竖转施工设计,为今后类似工程的施工提供借鉴经验。
2.
The approach spans of Fumin Bridge in Shenyang are composed of 30-m span pre-stressed concrete continuous rigid-frame structures, of which the main girder is designed as triple cells single box section of constant height, and of long cantilever and inclined webs.
沈阳市富民桥引桥为跨径30m预应力混凝土连续刚构,主梁采用大悬臂斜腹板箱形断面,单箱三室等高度箱梁,桥墩采用双壁墩,桥台采用肋板式桥台。
3.
This paper introduces the construction control flow and construction control contents of the continuous rigid-frame structure with span arrangement(140+268+140) m of the auxiliary bridge of Sutong Bridge and also provides the construction control essentials of long span continuous rigid-frame structures.
介绍苏通大桥辅桥(140+268+140)m连续刚构的施工控制流程及施工控制内容,提出大跨度连续刚构桥施工控制要点。
4) continuous rigid frame
连续刚构
1.
The continuous rigid frame joint section construction of FoKai separate overpass span bridge;
佛开分离式立交跨线桥连续刚构合拢段施工
2.
The linear control of pre-stress concrete continuous rigid frame main beam;
预应力混凝土连续刚构主梁线形控制
3.
Wind-resistant stability analysis about large-span continuous rigid frame bridge with two thin walls of high piers;
双薄壁高墩大跨连续刚构桥抗风稳定性分析
5) continuous rigid frame bridge
连续刚构
1.
Study of foundation stiffness and closure scheme on continuous rigid frame bridge with V-type piers
V型墩连续刚构桥基础刚度及合龙方案的探讨
2.
32 m) of Yudong Yangtze river bridge,a four-span prestressed concrete continuous rigid frame bridge.
32)m四跨预应力混凝土连续刚构桥的设计咨询情况,依据新公路桥规对上部结构进行了验算,计算表明,梁部的抗裂验算不满足新桥规的要求,设计采用了咨询意见对梁部尺寸及预应力进行修改;最后,对墩梁固结部位进行了空间实体应力分析,表明该部位满足使用要求。
3.
Calculate and analyse the horizontal force and moment at the bottom of the V shaped piers of a continuous rigid frame bridge with main span 80 m,put forward specific methods to reduce the horizontal force and moment above to supply references to the design of same type bridges.
对主跨为 80 m的某 V型墩连续刚构桥主墩底水平力和弯矩进行计算和分析 ,提出减小该水平力和弯矩的具体措
6) continuous rigid-frame
连续刚构
1.
Analysis of the damage of a certain continuous rigid-frame bridge and research into its reinforcement means;
某连续刚构桥病害分析及加固方法的研究
2.
The study on the earth resistance of the long span continuous rigid-frame
大跨度连续刚构抗震设计研究
3.
Based on the structure analysis software and relied on the superstructure of a long-span continuous rigid-frame bridge,reasons of the stress changing differences between updated and old criteria on the superstructure of the bridges were pointed out in this paper.
基于同种结构分析软件,依托某大跨连续刚构桥上部结构,对比分析出采用"新、旧规范"后,该型桥梁上部结构应力变化差异产生的原因。
补充资料：对称与非对称
反映客观事物在结构、功能、时空上的特殊联系的范畴。对称指事物以一定的中介进行某种变化时出现的不变性，非对称指事物以一定的中介进行某种变化时出现的可变性。在自然界中普遍存在，形式多样。对称有空间对称(包括形象对称和结构对称)、时间对称、概念对称等。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条