1) calculation of screen length
网带长度计算
2) effective length
计算长度
1.
In-plane column effective length of steel staggered truss system;
钢交错桁架体系平面内的柱子计算长度
2.
Analysis of the effective lengths of stepped piers;
阶形桥墩的计算长度分析
3.
Effective Lengths of Compressed Members in Multi-planar Tubular Truss with Simple Joints;
空间相贯节点钢管桁架中受压杆件的计算长度
4) calculation length
计算长度
1.
Based on investigations of 10 typical construction sites,a method for fastener-style steel pipe falsework s calculation length is suggested.
以10个典型工程的调研数据为基础,根据现场模板支架的实际构造,提出了模板支架立杆计算长度的确定方法,用这种方法分析并给出了楼板模板支架和梁模板支架兼作楼板模板支架时立杆的安全间距,分析结果与现场调研结果有较好的一致性,可用于指导实际施工。
2.
Using the theory of energy, the calculation length to of sandwich slabs is analysed and the best angle of connections is deduced.
利用能量法分析了泰柏板的计算长度，并研究了腹杆的最佳倾角。
3.
the calculation length l0 of the eccentrically-compressed elements(pylons) and also makes up the insufficiency in the specifications in which the non-directional force effect of stay cables cannot be taken into .
以一座独塔混凝土梁混凝土塔斜拉桥为工程背景,对按规范验算主塔承载能力极限状态进行了分析研究,对偏压构件(桥塔)的关键参数计算长度l0的准确取值提出建议,弥补了规范中无法考虑斜拉索非保向力效应的不足。
5) calculating length
计算长度
1.
Then the rotative restraint of column supported by non-uniform beam when portal frame loses stability with lateral displacement is analyzed, and a mathematical formula with high precision is obtained which can calculate the calculating length or critical load of portal frame.
对楔形变截面轴压杆在各种边界条件(包括弹性约束)下的稳定性进行了详细研究,提出了简单而精度较高的计算式;对门架有侧移失稳时变截面梁对柱子提供的转动约束进行了分析,提出了高精度的近似计算式,可直接用于计算变截面门式刚架的计算长度或临界荷载。
6) calculated length
计算长度
1.
Discussion on the pillar calculated length in portal rigid regulation
浅谈门刚规程中柱的计算长度
2.
The article discusses the pile foundation stability of piled wharf and determination of calculated length and additional bending moment of piles.
探讨高桩码头桩基的稳定与确定桩计算长度、附加弯矩的问题,提出排架各桩顶水平弹性系数的分配方法,使高桩码头桩基可分解为桩顶带水平弹簧、转角为固定或自由的单桩计算,探讨了确定桩计算长度需要考虑的一些因素,提出设计建议取值并与建筑规范进行了比较,分析了建筑规范存在的问题,提出如何考虑桩的水平力或水平位移计算桩的附加弯矩等问题。
3.
Based on little deformation theory,the general stability characteristic equations for the straight compression bars with both constant and variable cross-sections are derived so as to find the calculated length of compression bar by trial method.
基于小挠度理论推导了等截面直压杆和变截面直压杆的通用稳定特征方程,通过对稳定特征方程进行试算可得出压杆的计算长度;此外,还探讨了单排桩柱墩杆端水平和转动方向弹性约束刚度的确定方法。
补充资料：城域网(见计算机网络)
城域网(见计算机网络)
metropolitan area network, MAN
ehengyuwQng城域网(metropolitan area netwo次，MAN)分布范围可覆盖几个街区到整个城市的计算机网络。见计算机网络。
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