2) normal service limit state conditions
正常使用极限状态
1.
In this paper,the applicability of existing concrete structural component is evaluated by tests of the deflection and anti-crack on normal service limit state conditions.
针对正常使用极限状态下的挠度、抗裂等的检验来评定既有混凝土结构构件的适用性。
3) serviceability limit state
正常使用极限状态
1.
Fuzzy probabilistic reliability analysis on serviceability limit state of hydraulic steel gate structures;
水工钢闸门结构正常使用极限状态的模糊概率可靠度分析
2.
This paper conducts a preliminary study of crack resistance and deformation behavior of prestressed concrete girders strengthened with externally bonded FRP in serviceability limit state.
对外贴FRP加固预应力混凝土桥梁正常使用极限状态的抗裂和变形性能进行初步研究。
3.
In this paper,it is to analyze and compare the similarities and differences in the aspect of checking computations of reinforced concrete members on serviceability limit state,which is laid down design code for hydraulic concrete structures(SL/T 191-96) and code for design of concrete structures (GB 50010-2002).
比较分析《水工混凝土结构设计规范》(SL/T191-96)与《混凝土结构设计规范》(GB50010-2002)中的钢筋混凝土构件在正常使用极限状态验算方面的异同点。
4) serviceability limited state
正常使用极限状态
1.
Methods of reliability based on serviceability limited state for concrete structural members;
正常使用极限状态下混凝土结构构件可靠度的分析方法
2.
Therefore,the characteristics of the reliability analysis on serviceability limited state for existing reinforced concrete bridges were discussed.
分析了既有钢筋混凝土桥梁正常使用极限状态可靠度分析的特点;研究和讨论了模糊失效界限和荷载等级提高对既有桥梁正常使用极限状态可靠度影响;以钢筋混凝土最大裂缝宽度作为构件正常使用状态的分析对象,建立了混凝土构件在正常使用状态下的极限状态方程,并根据一座实际桥梁的检测资料进行了可靠度计算,讨论了正常使用情况下各个因素对混凝土构件可靠指标的影响。
5) serviceability
[,sə:visə'biliti]
正常使用极限状态
1.
Floor vibration due to human activities is an important problem in serviceability design of the light and flexible structures.
人的走动引起的楼板振动是大跨度楼板正常使用极限状态设计中需要考虑的重要问题,现行规范给出的静力挠度控制并不能充分体现大跨度楼板正常使用的内在要求。
6) serviceability limit states
正常使用极限状态
1.
The revised "Code for Design of Building Foundation" defines the rule of serviceability limit states, which is adopted by the foundation design.
修订后的《建筑地基基础设计规范》明确了地基设计采用正常使用极限状态这一原则,因此在进行地基承载力计算时荷载取值发生了变化。
2.
In this paper, response surface approach is utilized to analyze reliability of cable - stayed bridges under serviceability limit states on the basis of considering geometrical nonlinearities of cable - stayed bridges and stochastic of materials, geometrical size, load, etc.
应用响应面法，考虑斜拉桥的几何非线性效应以及材料、几何尺寸、外部荷载等的随机性，分析了斜拉桥正常使用极限状态下的可靠度。
补充资料：正常（超导）—超导（正常）转变
正常（超导）—超导（正常）转变
transitionfromnormal(superconducting)statetosuperconducting(normal)state
一般指在常压下改变温度到Tc时，物质的电阻从R＞0（R=0）的正常态（超导态）到R=0（R＞0）的超导态（正常态）的转变。无磁场时这种转变属二级相变。
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