1) three key curves
"三关"曲线
2) correlative curve
相关曲线
1.
The influence of fire duration on the residual bearing capacity correlative curves after fire are analysed by using the numerical model.
在此基础上,利用数值计算方法,分析了钢管混凝土受火时间对构件火灾后剩余承载力相关曲线的影响。
3) relationship curve
关系曲线
1.
Analysis on uncertainity regulation about Z～Q relationship curve;
关于Z～Q关系曲线不确定度调整分析
2.
On the basis of the Hertz theory,it derives the axial stiffness equation of single-nut ball screw pairs,analyses influence factors,and simulation analysis is carried on with the simulation software Matlab,at last,the relationship curve is obtained.
根据Hertz理论,推导了单螺母滚珠丝杠螺母副的轴向刚度计算公式,分析了其影响因素,并运用Matlab仿真软件进行了仿真,得出了其关系曲线。
4) relational curve
关系曲线
1.
It is necessary to have the relational curve(WP curve) between oil-film force and feature pressure of bearings so as to identify their oil-film force from their feature pressure.
由特征压力识别轴承油膜合力,需要它们之间的关系曲线(WP曲线)。
2.
Based on testing,the bidirectional shear bearing capacity of SRC special shaped columns was studied,and the relational curve between bidirectional shear bearing capacity of steel reinforced concrete special shaped columns and load was obtained.
在试验基础上对SRC异形柱双向抗剪承载力进行了研究,得出型钢混凝土异形柱双向抗剪承载力与荷载作用方向关系曲线,对不同截面型钢混凝土异形柱双向抗剪承载力进行了分析,以期明确了三种截面异形柱单双向抗剪承载力的大小关系。
5) correlation curve
相关曲线
1.
Firstly,the data of correlation curve of members were gained by the Section Designer,and the space correlation curved face method was adopted to check the members through the developed fit and plot program.
首先由ETABS截面设计器得到构件截面相关曲线数据,通过编制的拟合及绘图程序采用空间相关曲面法对构件进行校核分析,针对空间相关曲面法的不足进一步提出了等效平面相关曲线法加以改进。
6) relative curve
相关曲线
1.
According to the four probable arranging steel forms of L-shaped reinforced concrete columns, by means of making comparison among the relative curves of N-M x-M y and analysing theirmerits and faults, the proposals of reasonable arranging steel forms of L-shaped columns are presented .
针对Ｌ形截面柱可能的４种配筋形式，采用“Ｎ－Ｍｘ－Ｍｙ相关曲线”对比方式，分析了各自的优劣，提出了Ｌ形截面柱合理布筋形式的建议，其结论可供设计人员参考。
补充资料：三关桥
三关桥在小金县城西北，建于民国12年（1924年）。桥所建之地，小金川河在山崖中冲一条狭窄“天堑”，民称“小三峡”。此地系小金、金川、丹巴三县往来必经的三关口，故桥名“三关桥”。州级文物保护单位。 该桥全长60米，宽2米，为铁索桥，用11根铁链深插于两岸岩壁内，上铺木板而建成此桥，桥栏铁链高1米，距水面8米。南岸桥头堡为汉代风格的重檐歇山顶木结构建筑，有“鱼钥闲关”石刻，北岸桥头堡为哥特式石建筑，有“关键”石刻及行草“灵芝锁江”。现已部分损坏。立桥头东可见小金川汹涌劈石，滚滚而至；西可望碧水急流，农田千顷。村寨鳞次栉比，果树繁茂，一派升平景象。
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