1)  edge span
边跨度
1.
We consider the question of finding the minimum edge span β d(G) of this labeling.
本文主要研究该标号问题的一个参数,即边跨度,记作βd(G)=minfmax{ f(u)-f(v) : u∈V(G)},即对于所有正常的L(d,1) 标号,使得相邻顶点标号之差的最大值达到最小。
2)  t) edge span
t)边跨度
3)  side span
边跨
1.
Combined with the specific project example,it analyses the affecting factors of the construction of continuous rigid frame joint section and the construction requests,specifically introduces the construction technology of the side span,middle span joint section of continuous rigid frame,to perfect the construction technology of joint section,and this can supply good reference to related projects.
结合具体工程实例,分析了连续刚构合拢施工的影响因素和施工要求,详细地介绍了连续刚构边跨和中跨合拢段的施工工艺,以完善连续刚构合拢段施工工艺,可为相关工程提供很好的工程借鉴作用。
2.
This main span box beam of cable_stayed bridge construction adopted the methods of precasting and putting pieces together, and the side span box beam construction adopted the methods of casting_in_place to concrete piecewise.
该斜拉桥主跨箱梁系分块预制拼装法施工 ,边跨箱梁系分段现浇施工 ,本文着重介绍边跨现浇施工方法及相关的工艺措
3.
The article puts forward that (1) the continuous beam has the side span, and the area of the main span is large; (2) the height of the continuous beam is large, and the area of the bridge in the whole line is large under the condition of the equal longitudinal slope; (3) the different types of the bridges are relatively to the critical point of the technical and econom.
该文从全线角度对跨度为100m左右的桥梁方案进行技术经济比选,提出:第一、连续梁有边跨,主桥面积大;第二、连续梁梁高大,同等纵坡条件下,全线桥梁面积大;第三、不同桥型相对于连续梁方案的技术经济指标临界点。
4)  side span column
边跨柱
1.
Frame column section choice has become the important content for design of frame structural residence,the article describes the estimation of column s axial pressure ratio,the width between side span column and corner column should meet the reguirement and the eccentricity of frame structure s beam and column.
框架柱截面的选择已成为框架结构住宅设计的重要内容,通过柱轴压比的估算、边跨柱与角柱的宽度应满足的要求以及框架梁柱偏心问题的注意方面来阐述抗震区框架柱截面的选择。
5)  abutment span ratio
边跨比
6)  edge span
边跨距
1.
This paper firstly corrects a wrong result given by refernece [1],then gives the edge spans of L(2,1)-labeling and lambda-L(2,1)-labeling of the above two kinds of graphs,so the moving communication frequency assignment problem is completely solved.
首先研究了参考文献[1]中的一个错误结果,并精确刻划了上述两类图的L(2,1)-标号的边跨距及λ-L(2,1)-标号的边跨距,从而全面地解决了平面格子图、三角格子图上的移动通讯频率分配问题。
2.
The definition of (0,1) -edge span is proposed and some precise values of several famous graphs are listed.
给出几种特殊图的L(0,1)-标号数,L(0,1)-边跨距的定义以及几类特殊图的L(0,1)-边跨距的具体值。
参考词条
补充资料:跨度
①房屋、桥梁等建筑物中,梁、屋架、拱券两端的支柱、桥墩或墙等承重结构之间的距离。②泛指距离:时间~大。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。