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1)  ratio of load transfer
荷载传递比
2)  load transfer
载荷传递
1.
The multidisciplinary analysis(MDA) and optimization(MDO) of turbine blades introduce the needs of load transfer between computation fluid dynamics(CFD) models and computation structural mechanics(CSM) models,as meshes are mostly different on the disciplinary coupling interfaces.
针对多学科优化分析中面面耦合学科网格间载荷传递的问题,提出了在参数空间中的三次函数插值传递方法。
2.
Although the curve shapes of both piles are similar,the load transfer ratio of later one is higher than that of former one.
研究结果表明:桩端承载力低,两桩的载荷-沉降关系均表现为陡降型,且存在明显拐点;两桩桩身轴力分布曲线形态相似,小直径试桩的竖向载荷沿深度衰减规律相对于大直径试桩更接近于线性,载荷传递率更高;同一土层中直径较小试桩侧摩阻力略大于较大直径试桩,并且在其桩端附近出现明显大于同深度大直径试桩侧摩阻力的现象。
3)  load transfer
荷载传递
1.
Discussion on influence of cushion to load transfer rules of composite foundation;
褥垫层对复合地基荷载传递规律的影响
2.
Numerical simulation of load transfer of large diameter piles of bridges;
桥梁大直径桩荷载传递的数值模拟
3.
Study on load transfer mechanism of bored piles;
钻孔灌注桩荷载传递机理试验研究
4)  load transferring
荷载传递
1.
The churning driven cast in place pile is widely adopted in Xi an area in recent years By analyaing the results of static test and stress test of over 20 such piles at different sites in Xi an area, the character of load transferring in loess foundation is discussed.
通过对西安地区不同场地20 余根旋挖钻孔灌注桩静载试验及桩身应力测试结果的分析,论述了黄土地基中旋挖钻孔灌注桩的荷载传递性状,经过与《建筑桩基技术规范》(JGJ9494) 有关规定的比较,初步探讨了这种桩型单桩竖向极限承载力的特性。
5)  load transmission
荷载传递
1.
A simplification continuous analytical method of load transmission on arch of the spherical reticulated shell structure;
圆球型网壳结构拱圈荷载传递的连续分析法
2.
Discussion on load transmission of cantilever structural unit in masonry structure;
砌体结构中悬臂构件荷载传递问题探讨
3.
This paper deals with load transmission,bearing and deformation,as well as calculation of internal force of the soil anchorage pillar in deep foundation pit.
在土层锚杆的承载试验基础上,对于深基坑支护结构所用土层锚杆的荷载传递特性、承载特性、变形特征及内力计算理论进行了较为系统地分析和研究。
6)  load-transfer
荷载传递
1.
The computed results according to the load-transfer function show the close agreement with the measu.
通过自行研制的加载系统和量测系统装置,对单桩进行室内模型试验,分析了其在竖向荷载下的工作性状,得到了桩顶的 P-S 曲线与桩周土压力分布曲线,其结果与荷载传递函数计算的结果吻合较好。
2.
The influences of elastic compression of pile on load-transferring are evident in such cases.
在这种情况下桩身压缩对桩的荷载传递影响很大。
补充资料:比昂斯滕·比昂松
比昂斯滕·比昂松
比昂斯滕·比昂松

比昂斯滕·比昂松(1832~1910)挪威戏剧家、诗人、小说家。主要作品有剧作《皇帝》、《挑战的手套》,诗集《诗与歌》等。1903年作品《挑战的手套》获诺贝尔文学奖 。获奖理由: “他以诗人鲜活的灵感和难得的赤子之心,把作品写得雍容、华丽而又缤纷”。

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