1) integral bearing behavior
整体承载性能
1.
In order to realize the integral bearing behavior of cold-formed thin-wall steel composite floor and provide credibility basis of promotion in our country, theoretical and experimental researches are carried out.
为科学认识其整体承载性能并为其在我国的推广应用提供依据,论文对冷弯薄壁型钢组合楼盖的整体承载能力进行了理论及试验研究。
2) both sides bearing
整体承载
1.
Then according to the bearing behavior of arcade tunnel,the internal force of one side bearing and both sides bearing have been calculated and analyzed by using the method of loading-structure.
接着根据连拱隧道的承载特点,按荷载结构法分析计算了单侧承载及整体承载条件下的隧道内力,据此提出了一种简化为单拱的计算方法。
3) bearing capability
承载性能
1.
Based on re-classification of Abbott-Firestone curve, surface bearing index, core fluid retention index and valley fluid retention index are introduced to evaluate the bearing capability and lubricant retention property of a machined surface.
基于对轮廓支承长度率曲线的重新划分,本文介绍了表面承载指数、核心区液体滞留指数和谷底液体滞留指数三个参数,用来评价表面承载性能和储油性能,同时通过试验验证了三个评价指数的变化规律,说明比其它评价方法具有更明确的物理意义。
2.
Based on re classification of Abbott Firestone curve,surface bearing index,core fluid retention index and valley fluid retention index were introduced to evaluate the bearing capability and lubricant retention property of a machined surface.
在重新划分Abbott Firestone曲线的基础上 ,引入表面承载指数、核心区液体滞留指数和谷底液体滞留指数三个参数 ,用来评价表面承载性能和储油性能 ,同时通过试验找到三个评价指数的变化规律 ,证明比其它评价方法具有更明确的物理意义。
3.
Furthermore, onthespot experimenting data are collected and detailed analysis is made on the bearing capability, load settlement and load shares of the raft and pile, as well as on the displacement, stress and axis stress distribution of the raft.
条基-疏桩复合基础是一种新型的桩基形式,介绍了其在某住宅小区的应用,阐述了试验模型、加载系统及测试系统的设计,通过有说明力的现场实测数据分析了条基-疏桩的承载性能,研究了条基-疏桩复合基础的荷载-位移性状、条基的位移及应力性状、桩的轴力分布以及条基-疏桩的荷载分担比。
4) loading capacity
承载性能
1.
Influence of glass and joint constraint on loading capacity of monolayer cable net for point supported glass buildings;
玻璃及节点约束对单层索网承载性能的影响
2.
Test study of loading capacity for glass curtain wall with an invisible single cable
隐式单索夹持式玻璃幕墙承载性能的试验研究
3.
Test of loading capacity for glass curtain wall with an invisible single cable
隐式单索夹持式玻璃幕墙承载性能的试验
5) bearing behavior
承载性能
1.
Research on axial bearing behavior of large diameter piles;
大直径桩的竖向承载性能研究
2.
Influence of the cushion to the bearing behavior of the CFG pile composite foundation;
褥垫层对CFG桩复合地基承载性能的影响
3.
The experimental study pile end post grouting pile bearing behavior of Jiuxugang Bridge
九圩港大桥桩端后压浆桩承载性能试验研究
6) bearing capacity
承载性能
1.
Experimental study on vertical bearing capacity of root foundation;
根式基础竖向承载性能的试验研究
2.
The achieved results show that the new-type CRG piles can utilize comprehensively the high bearing capacity of rock on the bottom of piles and the high strength of the body of prefabricated pipe piles,so the bearing capaci.
介绍3根CRG新型桩在广州跑马地花园的试验情况,并结合静载试验、低应变动测及高应变动力试桩等方法,对3根试验桩的承载性能进行对比研究。
3.
The damage caused by earthquake on to shear cracks in the deformation behavior, stress distribution, bearing capacity and failure mechanism of wall-beam are studied.
通过 4榀墙梁 (有地震损伤或无地震损伤 )承载性能试验结果 ,探讨了地震损伤后墙梁承载性能的变化规律 ,研究了地震损伤造成的剪切裂缝对简支整体墙梁和中间开门洞墙梁刚度、强度及破坏机理的影响 ,提出地震区简支墙梁设计建
补充资料：整体
整体
即"整倍体"。
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